CN109231931A - A kind of aluminous cement base radiation shield concrete and preparation method thereof - Google Patents

A kind of aluminous cement base radiation shield concrete and preparation method thereof Download PDF

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Publication number
CN109231931A
CN109231931A CN201811205651.9A CN201811205651A CN109231931A CN 109231931 A CN109231931 A CN 109231931A CN 201811205651 A CN201811205651 A CN 201811205651A CN 109231931 A CN109231931 A CN 109231931A
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parts
water
radiation shield
concrete
cement base
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肖超
黄�俊
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Chengdu Acer Building Materials Ltd By Share Ltd
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Chengdu Acer Building Materials Ltd By Share Ltd
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    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • C04B28/06Aluminous cements
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00431Refractory materials
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/00862Uses not provided for elsewhere in C04B2111/00 for nuclear applications, e.g. ray-absorbing concrete

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  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Organic Chemistry (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The invention belongs to concrete fields, specifically disclose a kind of aluminous cement base radiation shield concrete and preparation method thereof, the concrete is made of following material: 280-320 parts of cement, 900-1200 parts of fine aggregate, 1200-1500 parts of coarse aggregate, 10-20 parts of neutron-absorbing material, 0.4-0.6 parts of water-reducing agent, 140-160 parts of water, based on parts by weight.The present invention is prepared for a kind of aluminous cement base radiation shield concrete, which meets the intensity requirement of C40 concrete, and no segregation phenomenon occurs, and slump and divergence are good, and bulk density circle is in 2850-2950kgm3Between, meet requirement of the radiation shield concrete to bulk density, have the characteristics that simultaneously working performance is excellent, shielding property is good, it is at low cost, can fire resisting, this advantageously accounts for the problems such as traditional radiation shield concrete is easy isolation, homogenieity is poor, workability is bad, and the application problem in fire resisting environment.

Description

A kind of aluminous cement base radiation shield concrete and preparation method thereof
Technical field
The invention belongs to concrete fields, specifically disclose a kind of aluminous cement base radiation shield concrete and its preparation side Method.
Background technique
Radiation is present in entire cosmic space, can be divided into natural radiation and man-made radiation.Natural radiation is mostly derived from universe Ray etc., man-made radiation are mostly derived from the fields such as nuclear power, military affairs, education, medical treatment, scientific research and are produced during application nuclear technology The rays such as raw α, β, γ, X and neutron current, the mankind are easy to induce cancer, leukaemia, first after by these ray chronic exposures A variety of diseases such as the disorder of shape gland technical ability, sterility, birth defects, while being also easy to induce the generation gene change of other animal or plants It is different etc..Radiation proof material need to be generally set to shield when being built with radiation source building for the injury of prevention Radiation On Human class etc. Various rays, concrete material are current the most widely used radiation proof materials, are mainly used as building shell protection.
It is general by introducing barite, magnetic iron ore, limonite ore etc. in the existing technology of preparing of radiation shield concrete Make coarse-fine aggregate, while introducing the light element compounds such as the enough crystallization water and boracic, lithium to prepare radiation shield concrete.Using The radiation shield concrete of this method preparation, coarse-fine aggregate can effectively shield the rays such as α, β, γ, X, and light element compound can have Effect captures neutron and does not generate secondary gamma-rays, has preferable shielding action to ray, but due to aggregate density in concrete Larger, usually there is the problems such as isolation, homogenieity is poor, workability is bad in concrete, and which prevent pushing away for radiation shield concrete Extensively with application.
Copper ashes is that molten state copper slag of the Copper Ores after refining is formed in water quenching pool by water quenching technology after furnace Nature of glass Water Quenching Slag.In the copper smelting by pyrometallurgy in China, every 1 ton of copper of production generates 2-3 tons of copper ashes.The annual copper ashes discharge amount in China It is huge, it is in accumulation deposit state mostly, copper ashes volume of cargo in storage in China's is already more than 50,000,000 tons at present, not only land occupation, dirt Environment is contaminated, and causes the huge waste of resource.The elements such as Fe, Cu rich in, main chemical compositions content: Fe in copper ashes For 41.3%, Cu 0.8%, Fe3O4For 8.4%, SiO2For 29%, Al2O3For 3.9%, CaO 3.6%, MgO 1.1%; Its mineral composition is mainly the amorphous glass body of fayalite, magnetic iron ore and some gangues composition, and structural compactness is high, materialization Performance is stablized.The fineness modulus of the granulated copper slag of reset condition is similar to coarse sand, and the general boundary of apparent density is in 3000-3500kg m-3
Basalt category basic volcanic rocks are the main component and earth continental crust of earth oceanic crust and moon lunar maria With the important composition substance in moon moon land.The basaltic general boundary of apparent density is in 2800-3300kgm-3, compact structure, property It can stablize.
Therefore, it is mixed to develop a kind of radiation protection for being not easy to isolate, homogenieity is good, workability is excellent, at low cost, performance is good Solidifying soil is imperative.
Summary of the invention
Be not easy to isolate the purpose of the present invention is to provide one kind, homogenieity is good, workability is excellent, it is at low cost, have it is resistance to Aluminous cement base radiation shield concrete of fiery performance and preparation method thereof.
Technical scheme is as follows:
A kind of aluminous cement base radiation shield concrete, is made of following material: 280-320 parts of cement, fine aggregate 900- 1200 parts, 1200-1500 parts of coarse aggregate, 10-20 parts of neutron-absorbing material, 0.4-0.6 parts of water-reducing agent, 140-160 parts of water, with weight Number meter.
Preferably, a kind of aluminous cement base radiation shield concrete, is made of following material: 290-310 parts of cement, thin 950-1100 parts of aggregate, 1250-1400 parts of coarse aggregate, 15-20 parts of neutron-absorbing material, 0.45-0.55 parts of water-reducing agent, water 145- 155 parts, based on parts by weight.
Further, a kind of aluminous cement base radiation shield concrete, is made of following material: 300 parts of cement, fine aggregate 1000 parts, 1300 parts of coarse aggregate, 18 parts of neutron-absorbing material, 0.5 part of water-reducing agent, 150 parts of water, based on parts by weight.
The cement is selected from aluminous cement, is provided by Zhengzhou Kang Hui Nai Cai Co., Ltd, and performance test results are as follows: Specific surface area 347m2·kg-1, presetting period 120min, final setting time 246min, 1 day compression strength 55.7,3 days compression strength 65.7MPa Al2O3Content 50.82%, SiO2Content 8.34%, Fe2O3Content 2.21%, other performance meets the requirements.
The fine aggregate is selected from the granulated copper slag after mechanical treatment, and the mode of mechanical treatment is as follows: first by water quenching copper Slag pulverizes in cement testing ball mill, runing time 3min, makes in granulated copper slag that unsubstantial structure is by premature degradation, together When reduce its average particle size;Then the granulated copper slag rolled by ball mill is sieved, takes particle size range 4.75mm or less whole particle makees the fine aggregate in the present invention.The particle size distribution situation of granulated copper slag after mechanical treatment: 4.75mm, which tails over 0.6%, 2.36mm and tails over 3.7%, 1.18mm and tail over 19%, 0.6mm and tail over 63.5%, 0.3mm, to be tailed over 89.2%, 0.15mm tails over 96.7%.Main chemical compositions content in granulated copper slag: Fe 41.3%, Cu 0.8%, Fe3O4 For 8.4%, SiO2For 29%, Al2O3For 3.9%, CaO 3.6%, MgO 1.1%, mineral composition is mainly iron olive The amorphous glass body of stone, magnetic iron ore and some gangues composition is 3260kgm than table density-3
The coarse aggregate is selected from 5-20mm continuous grading basaltic broken stone, apparent density 2910kgm-3, clay content 0.4%, clod content 0.1%, elongated particles 5.3%, crush values 4.3%, compressive strength of rock 183Mpa.
The neutron adsorbent is selected from colemanite mountain flour, is provided by Yingkou Tianyun Chemicals Research Institute Co., Ltd., Chemical formula is Ca2B6O11·5H2O has the spies such as nontoxic, low aqueous solubility, high thermal stability, granularity is small, specific gravity is small, good dispersion Point.
The water-reducing agent is selected from Sika3301 type high performance water reducing agent of polyocarboxy acid, are mentioned by Sequa Corp of Switzerland For, solid content 50%, water-reducing rate 40% is good with cement and mineral admixture adaptability.
A kind of preparation method of aluminous cement base radiation shield concrete, the specific steps are as follows:
(1) raw material are accurately weighed by above-mentioned weight ratio, cement, fine aggregate, coarse aggregate, neutron-absorbing material is put into mixed In solidifying soil blender;
(2) water-reducing agent and water are mixed into the dilute solution containing water-reducing agent again;
(3) start blender, stirring 30-60s is uniformly mixed the material in blender first, then starts into blender Above-mentioned dilute solution is at the uniform velocity added, solution all adds time control within the scope of 10-15s, continues to stir 3-5min, can make Obtain aluminous cement base radiation shield concrete.
Aluminous cement is the bonding component of radiation shield concrete in the present invention.
Copper ashes fine aggregate and basaltic broken stone constitute the aggregate system of radiation shield concrete in the present invention.
Fine aggregate generally occupies higher volume ratio in concrete, and fine aggregate is the pass between gelling system and coarse aggregate Key tie is one of important factor in order of concrete performance.Fine aggregate in concrete except can play the effect of rigid aggregate and The effect for preventing micro-crack extension, can also be filled in the gap formed between coarse aggregate particle, play and fill closely knit work With.Bonding component is filled primarily with again in the gap formed between fine aggregate particle, and the good fine aggregate of grain composition tends to shape At itself even closer accumulation, this not only can effectively fill the gap formed between coarse aggregate particle, but also can be reduced to filling certainly Gelling system dosage needed for the gap formed between body particle.Therefore, fine aggregate can not only influence the workability of concrete Energy, mechanical property, volume stability and durability etc., and influence whether gelling system dosage and production material at This.Fine aggregate used in the present invention is the copper ashes after mechanical treatment, and grain composition is good, clay content is low, this facilitates So that concrete is obtained good working performance, mechanical property, volume stability and durability etc., while reducing bonding component Dosage.In addition, the copper ashes fine aggregate in the present invention can also play alpha ray shield effect, this is because rich in copper ashes The elements such as Fe, Cu, mineral composition are mainly the amorphous glass body of fayalite, magnetic iron ore and some gangues composition, structure Consistency is high.
Coarse aggregate generally occupies very high volume ratio in concrete, and in normal concrete, coarse aggregate can play rigidity Skeleton function and the effect for stopping micro-crack extension, to improve the intensity and elasticity modulus, enhancing concrete of concrete Volume stability and durability etc..Coarse aggregate used in the present invention be basaltic broken stone, in addition to above-mentioned effect, can also play shielding α, The effect of the rays such as β, γ, X.Though basalt apparent density is far below barite, because with performance is sufficiently stable, structure very Fine and close, the features such as compression strength is high, gravel particle gradation is good, still there is good shielding properties to ray, in concrete Phenomena such as being less prone to isolation.
The present invention constitutes the aggregate system of radiation shield concrete using copper ashes fine aggregate and basaltic broken stone, is sufficiently examining On the basis of considering coarse-fine aggregate physical chemical characteristics, based on closestpacking principle etc., it is determined that sand coarse aggregate ratio (the i.e. fine aggregate of aggregate system Weight ratio in aggregate system), so that aggregate system is met closestpacking principle, the isolation of concrete can be effectively reduced in this Probability improves the homogeneity of concrete, promotes concrete construction performance, reduces bonding component dosage, saves material cost.
Colemanite mountain flour is mainly used for weakening neutron irradiation in the present invention, when receiving neutron current impact, colemanite mountain flour In boron element and neutron collide and can weaken the energy of neutron significantly.
High performance water reducing agent of polyocarboxy acid is mainly used for reducing concrete water amount in the present invention, improves the mechanical property of concrete Can, while improving the fluidity and workability of concrete, main function mechanism is: equivalent by electrostatic repulsion and steric hindrance It should make hydrone high degree of dispersion, efficiently utilization in concrete gelling system, to reduce the use of concrete under certain fluidity Water.
Radiation shield concrete is an organic whole in the present invention, by bonding component, coarse-fine aggregate, additional on material composition Agent and water are constituted, and are made of in structure Behavior of Hardened Cement Paste, aggregate and interfacial transition zone, influence each other between difference composition, different structure, It complements each other.
The beneficial effects of the present invention are:
The present invention provides a kind of aluminous cement base radiation shield concrete, is made of following material: 280-320 parts of cement, 900-1200 parts of fine aggregate, 1200-1500 parts of coarse aggregate, 10-20 parts of neutron-absorbing material, 0.4-0.6 parts of water-reducing agent, water 140- 160 parts, based on parts by weight.The present invention makees the bonding component of radiation shield concrete using aluminous cement, utilizes the thin bone of copper ashes Material constitutes the aggregate system of radiation shield concrete with basaltic broken stone, which has a characteristic that one, utilizes the Black Warrior Rock rubble greatly reduces the apparent density of coarse aggregate instead of traditional barite coarse aggregate, avoids coarse aggregate and mixes newly There is " sinking " phenomenon separated with slurry because gravity is excessively concentrated in concrete, while basalt has preferable ray screen Cover performance;Two, using the copper ashes fine aggregate by mechanical treatment instead of traditional barite fine aggregate, natural sand or artificial sand Fine aggregate;Relative to barite fine aggregate, copper ashes fine aggregate not only has good ray shielding performance, but also has lower table Density is seen, this is conducive to improve gravity concentration effect of the fine aggregate in fresh concrete;It is thin relative to natural sand or artificial sand The apparent density of aggregate, copper ashes fine aggregate is slightly higher, but since dispersion degree is higher in concrete for fine aggregate, copper ashes is slightly higher The influence of apparent density bring gravity concentration effect is smaller, and copper ashes fine aggregate has much higher than natural sand or artificial sand fine aggregate Ray shielding performance;Three, on the basis of fully considering copper ashes fine aggregate and basaltic broken stone physicochemical characteristic, based on most close Accumulate principle etc., it is determined that the sand coarse aggregate ratio (i.e. weight ratio of the fine aggregate in aggregate system) of aggregate system meets aggregate system Closestpacking principle can further improve the homogeneity of concrete, concrete is avoided to isolate, and promote concrete construction Can, bonding component dosage is reduced, material cost is saved.
The present invention is prepared for a kind of aluminous cement base radiation shield concrete, which meets the intensity of C40 concrete It is required that no segregation phenomenon occurs, slump and divergence are good, and bulk density circle is in 2850-2950kgm-3Between, meet radiation protection Requirement of the concrete to bulk density, at the same have the characteristics that working performance is excellent, shielding property is good, it is at low cost, can fire resisting, this has Conducive to the problems such as traditional radiation shield concrete of solution is easy isolation, homogenieity is poor, workability is bad, and in fire resisting environment Application problem.
Specific embodiment:
The present invention is further illustrated below by embodiment.
Embodiment 1:
A kind of aluminous cement base radiation shield concrete, is made of following material: 300 parts of cement, 1000 parts of fine aggregate, thick 1300 parts of aggregate, 18 parts of neutron-absorbing material, 0.5 part of water-reducing agent, 150 parts of water, based on parts by weight.
Wherein, cement is selected from aluminous cement, is provided by Zhengzhou Kang Hui Nai Cai Co., Ltd, performance test results are such as Under: specific surface area 347m2·kg-1, presetting period 120min, final setting time 246min, 1 day compression strength 55.7,3 days pressure resistances Spend 65.7MPa, Al2O3Content 50.82%, SiO2Content 8.34%, Fe2O3Content 2.21%, other performance meets the requirements.
Wherein, fine aggregate is selected from the granulated copper slag after mechanical treatment, and the mode of mechanical treatment is as follows: first by water quenching copper Slag pulverizes in cement testing ball mill (runing time 3min), and unsubstantial structure in granulated copper slag can be made to be broken in advance It is bad, while reducing its average particle size;Then the granulated copper slag rolled by ball mill is sieved, takes particle size range 4.75mm or less whole particle makees the fine aggregate in the present invention.The particle size distribution situation of granulated copper slag after mechanical treatment: 4.75mm, which tails over 0.6%, 2.36mm and tails over 3.7%, 1.18mm and tail over 19%, 0.6mm and tail over 63.5%, 0.3mm, to be tailed over 89.2%, 0.15mm tails over 96.7%.Main chemical compositions content in granulated copper slag: Fe 41.3%, Cu 0.8%, Fe3O4 For 8.4%, SiO2For 29%, Al2O3For 3.9%, CaO 3.6%, MgO 1.1%, mineral composition is mainly iron olive The amorphous glass body of stone, magnetic iron ore and some gangues composition is 3260kgm than table density-3
Wherein, coarse aggregate is selected from 5-20mm continuous grading basaltic broken stone, apparent density 2910kgm-3, clay content 0.4%, clod content 0.1%, elongated particles 5.3%, crush values 4.3%, compressive strength of rock 183Mpa.
Wherein, neutron adsorbent is selected from colemanite mountain flour, is provided by Yingkou Tianyun Chemicals Research Institute Co., Ltd., Chemical formula is Ca2B6O11·5H2O has the spies such as nontoxic, low aqueous solubility, high thermal stability, granularity is small, specific gravity is small, good dispersion Point.
Wherein, water-reducing agent is selected from Sika3301 type high performance water reducing agent of polyocarboxy acid, by Sequa Corp of Switzerland It provides, solid content 50%, water-reducing rate 40% is good with cement and mineral admixture adaptability.
A kind of preparation method of aluminous cement base radiation shield concrete, the specific steps are as follows:
(1) raw material are accurately weighed by above-mentioned weight ratio, cement, fine aggregate, coarse aggregate, neutron-absorbing material is put into mixed In solidifying soil blender;
(2) water-reducing agent and water are mixed into the dilute solution containing water-reducing agent again;
(3) start blender, stirring 30s is uniformly mixed the material in blender first, then starts even into blender Above-mentioned dilute solution is added in speed, and solution all adds time control within the scope of 10-15s, continues to stir 3-5min, can be prepared by Aluminous cement base radiation shield concrete.
Embodiment 2:
A kind of aluminous cement base radiation shield concrete, is made of following material: 290 parts of cement, 1000 parts of fine aggregate, thick 1300 parts of aggregate, 18 parts of neutron-absorbing material, 0.5 part of water-reducing agent, 148 parts of water, based on parts by weight.
Wherein, cement is selected from aluminous cement, is provided by Zhengzhou Kang Hui Nai Cai Co., Ltd, performance test results are such as Under: specific surface area 347m2·kg-1, presetting period 120min, final setting time 246min, 1 day compression strength 55.7,3 days pressure resistances Spend 65.7MPa, Al2O3Content 50.82%, SiO2Content 8.34%, Fe2O3Content 2.21%, other performance meets the requirements.
Wherein, fine aggregate is selected from the granulated copper slag after mechanical treatment, and the mode of mechanical treatment is as follows: first by water quenching copper Slag pulverizes in cement testing ball mill (runing time 3min), and unsubstantial structure in granulated copper slag can be made to be broken in advance It is bad, while reducing its average particle size;Then the granulated copper slag rolled by ball mill is sieved, takes particle size range 4.75mm or less whole particle makees the fine aggregate in the present invention.The particle size distribution situation of granulated copper slag after mechanical treatment: 4.75mm, which tails over 0.6%, 2.36mm and tails over 3.7%, 1.18mm and tail over 19%, 0.6mm and tail over 63.5%, 0.3mm, to be tailed over 89.2%, 0.15mm tails over 96.7%.Main chemical compositions content in granulated copper slag: Fe 41.3%, Cu 0.8%, Fe3O4 For 8.4%, SiO2For 29%, Al2O3For 3.9%, CaO 3.6%, MgO 1.1%, mineral composition is mainly iron olive The amorphous glass body of stone, magnetic iron ore and some gangues composition is 3260kgm than table density-3
Wherein, coarse aggregate is selected from 5-20mm continuous grading basaltic broken stone, apparent density 2910kgm-3, clay content 0.4%, clod content 0.1%, elongated particles 5.3%, crush values 4.3%, compressive strength of rock 183Mpa.
Wherein, neutron adsorbent is selected from colemanite mountain flour, is provided by Yingkou Tianyun Chemicals Research Institute Co., Ltd., Chemical formula is Ca2B6O11·5H2O has the spies such as nontoxic, low aqueous solubility, high thermal stability, granularity is small, specific gravity is small, good dispersion Point.
Wherein, water-reducing agent is selected from Sika3301 type high performance water reducing agent of polyocarboxy acid, by Sequa Corp of Switzerland It provides, solid content 50%, water-reducing rate 40% is good with cement and mineral admixture adaptability.
A kind of preparation method of aluminous cement base radiation shield concrete, the specific steps are as follows:
(1) raw material are accurately weighed by above-mentioned weight ratio, cement, fine aggregate, coarse aggregate, neutron-absorbing material is put into mixed In solidifying soil blender;
(2) water-reducing agent and water are mixed into the dilute solution containing water-reducing agent again;
(3) start blender, stirring 30s is uniformly mixed the material in blender first, then starts even into blender Above-mentioned dilute solution is added in speed, and solution all adds time control within the scope of 10-15s, continues to stir 3-5min, can be prepared by Aluminous cement base radiation shield concrete.
Embodiment 3:
A kind of aluminous cement base radiation shield concrete, is made of following material: 310 parts of cement, 1000 parts of fine aggregate, thick 1300 parts of aggregate, 18 parts of neutron-absorbing material, 0.5 part of water-reducing agent, 152 parts of water, based on parts by weight.
Wherein, cement is selected from aluminous cement, is provided by Zhengzhou Kang Hui Nai Cai Co., Ltd, performance test results are such as Under: specific surface area 347m2·kg-1, presetting period 120min, final setting time 246min, 1 day compression strength 55.7,3 days pressure resistances Spend 65.7MPa, Al2O3Content 50.82%, SiO2Content 8.34%, Fe2O3Content 2.21%, other performance meets the requirements.
Wherein, fine aggregate is selected from the granulated copper slag after mechanical treatment, and the mode of mechanical treatment is as follows: first by water quenching copper Slag pulverizes in cement testing ball mill (runing time 3min), and unsubstantial structure in granulated copper slag can be made to be broken in advance It is bad, while reducing its average particle size;Then the granulated copper slag rolled by ball mill is sieved, takes particle size range 4.75mm or less whole particle makees the fine aggregate in the present invention.The particle size distribution situation of granulated copper slag after mechanical treatment: 4.75mm, which tails over 0.6%, 2.36mm and tails over 3.7%, 1.18mm and tail over 19%, 0.6mm and tail over 63.5%, 0.3mm, to be tailed over 89.2%, 0.15mm tails over 96.7%.Main chemical compositions content in granulated copper slag: Fe 41.3%, Cu 0.8%, Fe3O4 For 8.4%, SiO2For 29%, Al2O3For 3.9%, CaO 3.6%, MgO 1.1%, mineral composition is mainly iron olive The amorphous glass body of stone, magnetic iron ore and some gangues composition is 3260kgm than table density-3
Wherein, coarse aggregate is selected from 5-20mm continuous grading basaltic broken stone, apparent density 2910kgm-3, clay content 0.4%, clod content 0.1%, elongated particles 5.3%, crush values 4.3%, compressive strength of rock 183Mpa.
Wherein, neutron adsorbent is selected from colemanite mountain flour, is provided by Yingkou Tianyun Chemicals Research Institute Co., Ltd., Chemical formula is Ca2B6O11·5H2O has the spies such as nontoxic, low aqueous solubility, high thermal stability, granularity is small, specific gravity is small, good dispersion Point.
Wherein, water-reducing agent is selected from Sika3301 type high performance water reducing agent of polyocarboxy acid, by Sequa Corp of Switzerland It provides, solid content 50%, water-reducing rate 40% is good with cement and mineral admixture adaptability.
A kind of preparation method of aluminous cement base radiation shield concrete, the specific steps are as follows:
(1) raw material are accurately weighed by above-mentioned weight ratio, cement, fine aggregate, coarse aggregate, neutron-absorbing material is put into mixed In solidifying soil blender;
(2) water-reducing agent and water are mixed into the dilute solution containing water-reducing agent again;
(3) start blender, stirring 30s is uniformly mixed the material in blender first, then starts even into blender Above-mentioned dilute solution is added in speed, and solution all adds time control within the scope of 10-15s, continues to stir 3-5min, can be prepared by Aluminous cement base radiation shield concrete.
Embodiment 4:
A kind of aluminous cement base radiation shield concrete, is made of following material: 300 parts of cement, 1020 parts of fine aggregate, thick 1280 parts of aggregate, 18 parts of neutron-absorbing material, 0.5 part of water-reducing agent, 150 parts of water, based on parts by weight.
Wherein, cement is selected from aluminous cement, is provided by Zhengzhou Kang Hui Nai Cai Co., Ltd, performance test results are such as Under: specific surface area 347m2·kg-1, presetting period 120min, final setting time 246min, 1 day compression strength 55.7,3 days pressure resistances Spend 65.7MPa, Al2O3Content 50.82%, SiO2Content 8.34%, Fe2O3Content 2.21%, other performance meets the requirements.
Wherein, fine aggregate is selected from the granulated copper slag after mechanical treatment, and the mode of mechanical treatment is as follows: first by water quenching copper Slag pulverizes in cement testing ball mill (runing time 3min), and unsubstantial structure in granulated copper slag can be made to be broken in advance It is bad, while reducing its average particle size;Then the granulated copper slag rolled by ball mill is sieved, takes particle size range 4.75mm or less whole particle makees the fine aggregate in the present invention.The particle size distribution situation of granulated copper slag after mechanical treatment: 4.75mm, which tails over 0.6%, 2.36mm and tails over 3.7%, 1.18mm and tail over 19%, 0.6mm and tail over 63.5%, 0.3mm, to be tailed over 89.2%, 0.15mm tails over 96.7%.Main chemical compositions content in granulated copper slag: Fe 41.3%, Cu 0.8%, Fe3O4 For 8.4%, SiO2For 29%, Al2O3For 3.9%, CaO 3.6%, MgO 1.1%, mineral composition is mainly iron olive The amorphous glass body of stone, magnetic iron ore and some gangues composition is 3260kgm than table density-3
Wherein, coarse aggregate is selected from 5-20mm continuous grading basaltic broken stone, apparent density 2910kgm-3, clay content 0.4%, clod content 0.1%, elongated particles 5.3%, crush values 4.3%, compressive strength of rock 183Mpa.
Wherein, neutron adsorbent is selected from colemanite mountain flour, is provided by Yingkou Tianyun Chemicals Research Institute Co., Ltd., Chemical formula is Ca2B6O11·5H2O has the spies such as nontoxic, low aqueous solubility, high thermal stability, granularity is small, specific gravity is small, good dispersion Point.
Wherein, water-reducing agent is selected from Sika3301 type high performance water reducing agent of polyocarboxy acid, by Sequa Corp of Switzerland It provides, solid content 50%, water-reducing rate 40% is good with cement and mineral admixture adaptability.
A kind of preparation method of aluminous cement base radiation shield concrete, the specific steps are as follows:
(1) raw material are accurately weighed by above-mentioned weight ratio, cement, fine aggregate, coarse aggregate, neutron-absorbing material is put into mixed In solidifying soil blender;
(2) water-reducing agent and water are mixed into the dilute solution containing water-reducing agent again;
(3) start blender, stirring 30s is uniformly mixed the material in blender first, then starts even into blender Above-mentioned dilute solution is added in speed, and solution all adds time control within the scope of 10-15s, and continuing stirring 3-5min can be prepared by Aluminous cement base radiation shield concrete.
Embodiment 5:
A kind of aluminous cement base radiation shield concrete, is made of following material: 300 parts of cement, 1000 parts of fine aggregate, thick 1300 parts of aggregate, 18 parts of neutron-absorbing material, 0.5 part of water-reducing agent, 152 parts of water, based on parts by weight.
Wherein, cement is selected from aluminous cement, is provided by Zhengzhou Kang Hui Nai Cai Co., Ltd, performance test results are such as Under: specific surface area 347m2·kg-1, presetting period 120min, final setting time 246min, 1 day compression strength 55.7,3 days pressure resistances Spend 65.7MPa, Al2O3Content 50.82%, SiO2Content 8.34%, Fe2O3Content 2.21%, other performance meets the requirements.
Wherein, fine aggregate is selected from the granulated copper slag after mechanical treatment, and the mode of mechanical treatment is as follows: first by water quenching copper Slag pulverizes in cement testing ball mill (runing time 3min), and unsubstantial structure in granulated copper slag can be made to be broken in advance It is bad, while reducing its average particle size;Then the granulated copper slag rolled by ball mill is sieved, takes particle size range 4.75mm or less whole particle makees the fine aggregate in the present invention.The particle size distribution situation of granulated copper slag after mechanical treatment: 4.75mm, which tails over 0.6%, 2.36mm and tails over 3.7%, 1.18mm and tail over 19%, 0.6mm and tail over 63.5%, 0.3mm, to be tailed over 89.2%, 0.15mm tails over 96.7%.Main chemical compositions content in granulated copper slag: Fe 41.3%, Cu 0.8%, Fe3O4 For 8.4%, SiO2For 29%, Al2O3For 3.9%, CaO 3.6%, MgO 1.1%, mineral composition is mainly iron olive The amorphous glass body of stone, magnetic iron ore and some gangues composition is 3260kgm than table density-3
Wherein, coarse aggregate is selected from 5-20mm continuous grading basaltic broken stone, apparent density 2910kgm-3, clay content 0.4%, clod content 0.1%, elongated particles 5.3%, crush values 4.3%, compressive strength of rock 183Mpa.
Wherein, neutron adsorbent is selected from colemanite mountain flour, is provided by Yingkou Tianyun Chemicals Research Institute Co., Ltd., Chemical formula is Ca2B6O11·5H2O has the spies such as nontoxic, low aqueous solubility, high thermal stability, granularity is small, specific gravity is small, good dispersion Point.
Wherein, water-reducing agent is selected from Sika3301 type high performance water reducing agent of polyocarboxy acid, by Sequa Corp of Switzerland It provides, solid content 50%, water-reducing rate 40% is good with cement and mineral admixture adaptability.
A kind of preparation method of aluminous cement base radiation shield concrete, the specific steps are as follows:
(1) raw material are accurately weighed by above-mentioned weight ratio, cement, fine aggregate, coarse aggregate, neutron-absorbing material is put into mixed In solidifying soil blender;
(2) water-reducing agent and water are mixed into the dilute solution containing water-reducing agent again;
(3) start blender, stirring 30s is uniformly mixed the material in blender first, then starts even into blender Above-mentioned dilute solution is added in speed, and solution all adds time control within the scope of 10-15s, continues to stir 3-5min, can be prepared by Aluminous cement base radiation shield concrete.
Table 1: the aluminous cement base radiation shield concrete the performance test results of Examples 1 to 5 preparation are as follows:
By data in upper table it is found that the aluminous cement base radiation shield concrete of Examples 1 to 5 preparation meets C40 coagulation Soil intensity requirement, concrete without segregation phenomenon occur, the slump and divergence of concrete are good, concrete density circle in 2850-2950kg·m3Between, meet requirement of the radiation shield concrete to bulk density.
The above description is only a preferred embodiment of the present invention, is not intended to restrict the invention, for those skilled in the art For member, the invention may be variously modified and varied.Modification done within the spirit and principles of the present invention should all contain Within protection scope of the present invention.

Claims (10)

1. a kind of aluminous cement base radiation shield concrete, it is characterised in that: be made of following material: 280-320 parts of cement, thin 900-1200 parts of aggregate, 1200-1500 parts of coarse aggregate, 10-20 parts of neutron-absorbing material, 0.4-0.6 parts of water-reducing agent, water 140-160 Part, based on parts by weight.
2. a kind of aluminous cement base radiation shield concrete according to claim 1, it is characterised in that: by following material group At: 290-310 parts of cement, 950-1100 parts of fine aggregate, 1250-1400 parts of coarse aggregate, 15-20 parts of neutron-absorbing material, water-reducing agent 0.45-0.55 parts, 145-155 parts of water, based on parts by weight.
3. a kind of aluminous cement base radiation shield concrete according to claim 2, it is characterised in that: by following material group At: 300 parts of cement, 1000 parts of fine aggregate, 1300 parts of coarse aggregate, 18 parts of neutron-absorbing material, 0.5 part of water-reducing agent, 150 parts of water, with Parts by weight meter.
4. a kind of aluminous cement base radiation shield concrete according to claim 1 or 2 or 3, it is characterised in that: the water Mud is selected from aluminous cement, and performance test results are as follows: specific surface area 347m2·kg-1, presetting period 120min, when final set Between 246min, 1 day compression strength 55.7,3 days compression strength 65.7MPa, Al2O3Content 50.82%, SiO2Content 8.34%, Fe2O3Content 2.21%.
5. a kind of aluminous cement base radiation shield concrete according to claim 1 or 2 or 3, it is characterised in that: described thin Aggregate is selected from the granulated copper slag after mechanical treatment.
6. a kind of aluminous cement base radiation shield concrete according to claim 1 or 2 or 3, it is characterised in that: described The mode of mechanical treatment is as follows: first pulverizing granulated copper slag in cement testing ball mill, runing time 3min makes water quenching Unsubstantial structure is by premature degradation in copper ashes, while reducing its average particle size;Then to the water rolled by ball mill Copper ashes of quenching is sieved, and the fine aggregate in the whole particles work present invention of particle size range 4.75mm or less is taken.
7. a kind of aluminous cement base radiation shield concrete according to claim 1 or 2 or 3, it is characterised in that: described thick Aggregate is selected from 5-20mm continuous grading basaltic broken stone, apparent density 2910kgm-3, clay content 0.4%, clod content 0.1%, elongated particles 5.3%, crush values 4.3%, compressive strength of rock 183Mpa.
8. a kind of aluminous cement base radiation shield concrete according to claim 1 or 2 or 3, it is characterised in that: in described Sub- adsorbent is selected from colemanite mountain flour.
9. a kind of aluminous cement base radiation shield concrete according to claim 1 or 2 or 3, it is characterised in that: described to subtract Aqua is selected from Sika3301 type high performance water reducing agent of polyocarboxy acid, solid content 50%, water-reducing rate 40%.
10. a kind of preparation method of aluminous cement base radiation shield concrete according to claim 1 or 2 or 3, feature Be: specific step is as follows:
(1) raw material are accurately weighed by above-mentioned weight ratio, cement, fine aggregate, coarse aggregate, neutron-absorbing material is put into concrete In blender;
(2) water-reducing agent and water are mixed into the dilute solution containing water-reducing agent again;
(3) start blender, stirring 30-60s is uniformly mixed the material in blender first, then starts into blender at the uniform velocity Above-mentioned dilute solution is added, solution all adds time control within the scope of 10-15s, continues to stir 3-5min, can be prepared by aluminium Sour calcium cement base radiation shield concrete.
CN201811205651.9A 2018-10-16 2018-10-16 A kind of aluminous cement base radiation shield concrete and preparation method thereof Pending CN109231931A (en)

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Application publication date: 20190118