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CN102276207B - Ferrosilicon sacrificial concrete - Google Patents

Ferrosilicon sacrificial concrete Download PDF

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Publication number
CN102276207B
CN102276207B CN2011101780859A CN201110178085A CN102276207B CN 102276207 B CN102276207 B CN 102276207B CN 2011101780859 A CN2011101780859 A CN 2011101780859A CN 201110178085 A CN201110178085 A CN 201110178085A CN 102276207 B CN102276207 B CN 102276207B
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concrete
ferrosilicon
melts
sacrificial concrete
sacrificial
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CN102276207A (en
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王龙
王存杰
沈益军
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Jiangsu Zhonghe Huaxing Engineering Testing Co., Ltd
China Nuclear Industry Huaxing Construction Co Ltd
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China Nuclear Industry Huaxing Construction Co Ltd
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    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E30/00Energy generation of nuclear origin
    • Y02E30/30Nuclear fission reactors
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W30/00Technologies for solid waste management
    • Y02W30/50Reuse, recycling or recovery technologies
    • Y02W30/91Use of waste materials as fillers for mortars or concrete

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  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The invention which relates to sacrificial concrete belongs to the technical field of building construction. The sacrificial concrete is prepared by stirring and mixing the following components: 10-18 wt% of cement which satisfies requirements of standards, 3-8 wt% of coal ash, 1-3 parts of silicon powder, 30-40 wt% of hematite, 32-42 wt% of silica, 5-10 wt% of water, and 0.1-0.5 wt% of a water reducer. By carrying out the organic combination of original characteristics of above components, the sacrificial concrete which is prepared through mixing the components according to a certain proportion allows all requirements of reactor core construction materials to be satisfied, and simultaneously has effects of controlling the diffusion of molten oxides and the homogeneousness of the molten oxides in a diffusion state, so the sacrificial concrete of the invention can interact with other core melts at a high temperature to preliminary change characteristics of a molten mixture, thereby the high radioactivity components in the core melts can be oxidized, the temperature of the core melts can be reduced, and the increase of the pressure in a containment vessel can be reduced by reducing gases generated in the containment vessel.

Description

A kind of ferrosilicon sacrificial concrete
Technical field
The present invention relates to a kind of sacrificial concrete, especially a kind of ferrosilicon sacrificial concrete belongs to technical field of building construction.
Background technology
Understand according to the applicant, the reactor core of third generation EPR Nuclear power plants is equipped with trap, its effect is that the reactor core melts in major accident (although probability is very low) is diffused on the side large area region, thereby by obviously increasing the surface/volume of melts, but and with the reactor core transfer of melt to cooled region, avoid the reactor core melts that the base plate fusing is penetrated base plate and cause the environment nuclear pollution.
For surperficial overflow, and give full play to the effect of trap cooling structure, carry out quenching from top, bottom and the periphery of melts, take away the disintegration heat on surface, wish the at high temperature melting of construction material of reactor core, and satisfy following the requirement:
A., enough stability must be arranged to provide melts to assemble the required time;
B. the diffusion of degradation production reply molten oxide produces Beneficial Effect, and makes melts be in uniform state when beginning to spread;
C. the gas that produces due to melts one concrete interaction has additionally increased quality and the energy that is discharged in the nuclear reactor safety shell, therefore the gas that the concrete decomposition produces must be the least possible;
D. mechanical property should be not less than the common building concrete.
Experimental molten oxide test demonstration, common building can only satisfy above-mentioned A and the requirement of D bar with concrete.Therefore existing concrete can't satisfy above-mentioned requirements, is difficult to make trap to play a role.
Summary of the invention
In a single day the object of the invention is to: a kind of at high temperature ferrosilicon sacrificial concrete of abundant melting is provided, thereby makes its nuclear power station reactor core of constructing when major accident occuring, form the melts of good fluidity.With in reactor core transfer of melt to a cooling structure, increase considerably the surface/volume of melts by this mode.By rinsing from the melts top and sharply cooling, thereby eliminate the disintegration heat of melts upper surface; And eliminate melts bottom and side disintegration heat by cooling pile core melts trap, avoid the reactor core melts that the base plate fusing is penetrated base plate and cause the environment nuclear pollution.
In order to achieve the above object, ferrosilicon sacrificial concrete of the present invention is mixed by the component of following mass percent and forms:
Satisfy standard (PII42.5 in " general purpose portland cement " GB175-2007) requirement
Figure BDA0000071866310000021
Above-mentioned rhombohedral iron ore as aggregate preferably is comprised of the 5-15% for 23-33% and particle diameter 4-8mm of particle diameter 0-4mm, and silica preferably is comprised of the 22-32% of particle diameter 0-4mm and the 6-16% of particle diameter 4-8mm.Water reducer should adopt water-reducing rate greater than 25% high efficiency water reducing agent, for example poly carboxylic acid series water reducer.
The function of sacrificial concrete is interact with the reactor core melts and change the characteristic of mixture (reactor core melts+container+sacrificial concrete).The purpose of ferrosilicon sacrificial concrete is: assemble melts in accident after, it is entered the spreading area; In restriction molten component range of scatter, make melts spread to control melts; It is mainly used in: reduce oxidation stage density, thereby transform oxide compound and the metal level that consists of the reactor core melts; High reactivity composition in the liquid melts of oxidation, the uranium of particularly separating out from fuel assembly and involucrum and zircalloy; Reduce melt temperature; By reducing gas (H 2O and CO 2) the generation increase of lowering the reactor housing internal pressure.
Theoretical investigation and experiment show, in the above-mentioned each component of the present invention:
Silica flour is again the silicon ash, and the flue dust of usually overflowing with waste gas in the process of industrial furnace high melt industrial silicon and ferrosilicon forms through capturing collection and treatment.Be mainly SiO 2, particle is very tiny, and mean particle size is almost nano level, play simultaneously packing material and pozzolanic material effect in concrete, can greatly reduce the pore dimension in the aquation slurry, improve void distribution, concrete strength is improved, and perviousness reduces, and helps to improve durability index.
Flyash mainly by vitreum, mullite, quartzy and a small amount of other mineral compositions, is the industrial residue that the fuel-burning power plant produces usually, can produce i.e. " active effect ", " ball effect " and " micro aggregate effect " three kinds of effects in concrete." active effect " refers to the Ca (OH) that activeconstituents aluminosilicate glass body in flyash and hydrated cementitious produce 2Secondary reaction occuring generate hydrated calcium silicate etc., has slackened Ca (OH) 2In the crystallization of concrete interface transition layer, greatly reduce the inside concrete voidage, improved the concrete hole structure, improved concrete intensity and density." ball effect " refers to a large amount of sponge glass body and alumina silicate glass microballons in flyash, and its smooth surface has the spot contact bearing effect in concrete, improve concrete workability." micro aggregate effect " refers to that the subparticle of coal ash is filled into the gap between cement granules, improved concrete microtexture, increased concrete density.Simultaneously, the flyash subparticle is evenly distributed between cement granules, has stoped the cement granules adhesive aggregation, is conducive to the aquation of mixture, has reduced water consumption, makes that concrete is not emanated, bleeding reduces, and improved concrete cohesiveness and pumpability.In a word, flyash can improve concrete workability and pump-conveying property, extends simultaneously concrete time of coagulation, reduces hydration heat, reduces and shrinks, and improves concrete anti-permeability performance and later stage anti-freezing property etc.
water reducer (admixture) is the tensio-active agent that contains the carboxyl graft copolymer in molecule, wherein poly carboxylic acid series water reducer is the naphthalene system of continuing, melamine series, third generation high efficiency water reducing agent after fat family and sulfamate based water reducer, its molecular structure is pectination, main chain is short, be polymerized by carboxylic reactive monomer, have higher space steric effect and low-dosage, high water reducing rate, early strength increases significantly, function of slump protection is good, slow setting not, less on concrete drying shrinkage impact, result of use is not subjected to the plurality of advantages such as admixture sequentially affects.
Fe as the rhombohedral iron ore main component 2O 3Be conducive to the oxidation to zirconium (Zr) and uranium (U), its reaction by-product iron (Fe) does not affect the thermochemical property of metal melt.In addition, after deposite metal and expendable oxidizing reaction, remaining Fe 2O 3Be gathered into FeO in the oxidation fusion thing X, X 〉=1 has reduced liquid temperature and has correspondingly reduced the temperature that melts-concrete interacts and produces.It reduces the release of fission product in melts-concrete interaction by reducing the radiant heat loss in cooling melts in diffusion process, melts is entered the spreading area produced favourable influence.
SiO as the siliceous aggregate main component 2Generate silicate after mixing with melts, reduced the release of fission product in melts-concrete interaction pond, further reduced melts and carry out the active of energy response and help to keep with normal concrete the same physical strength and decomposability with water.
the sacrificial concrete of the present invention of making after these components are mixed by a certain percentage can be by the combination of each component primary characteristic, satisfy simultaneously the requirements as the reactor core construction material, and has a homogeneous effect of melts when controlling molten oxide diffusion and diffusion, can at high temperature interact with other melts of reactor core, the preliminary characteristic that changes molten mixture, so that the high radioactivity composition of oxidation reactor core melts, reduce the temperature of reactor core melts, reduce the increase of reactor housing internal pressure by reducing the gas that produces in reactor housing.
Embodiment
The concrete ferrosilicon sacrificial concrete component of implementing of the present invention sees the following form
Figure BDA0000071866310000041
Relevant technologies requires to see Table 1.
The technical requirements of table 1 starting material and ferrosilicon sacrificial concrete
Figure BDA0000071866310000042
Figure BDA0000071866310000051
(1) starting material
Cement: PII 42.5 cement that Zhujiang River Cement Co., Ltd is produced, satisfy PII42.5 requirement in " general purpose portland cement " GB175-2007, its performance sees Table 2.
The performance of table 2 cement
Figure BDA0000071866310000052
Figure BDA0000071866310000061
Flyash: the I level F class high-quality fly ash that Zhuhai Ming Hui trade Co., Ltd produces, its performance sees Table 3.
The performance of table 3 flyash
Figure BDA0000071866310000062
Silica flour: sky, the Shanghai happy silica flour 90U of Materials Co., Ltd type silica flour, its performance sees Table 4.
The performance of table 4 silica flour
Sequence number Interventions Requested Assay
1 Loss on ignition 2.82%
2 Chlorion 0.003%
3 Silicon-dioxide 95.02%
4 Specific surface area 20800m 2/kg
5 Water ratio 0.9%
6 Water demand ratio 110%
7 28 days activity indexs 106%
8 Sulphur trioxide 0.75%
9 Total alkali content 0.50%
10 Free calcium oxide 0.00
[0039]
11 Sulfonium ion 0.005%
Silica: the chemical composition that Rongshui Guangxi produces silica sees Table 5.
The chemical composition of table 5 silica
Figure BDA0000071866310000071
The 0-4mm silica: the salient features that Rongshui Guangxi produces the 0-4mm silica sees Table 6.
The salient features of table 6 0-4mm silica
Silt content % Clod content % Apparent density kg/m 3 Tap density kg/m 3
2.7 0.2 2600 1450
The 4-8mm silica: the salient features that Rongshui Guangxi produces the 4-8mm silica sees Table 7.
The salient features of table 7 4-8mm silica
Silt content % Clod content % Apparent density kg/m 3 Tap density kg/m 3
0.4 0.2 2640 1520
Rhombohedral iron ore: the Xuzhou chemical composition that iron ore produces rhombohedral iron ore that benefits the nation sees Table 8.
The chemical composition of table 8 rhombohedral iron ore
Figure BDA0000071866310000081
The 0-4mm rhombohedral iron ore: the Xuzhou salient features that iron ore produces the 0-4mm rhombohedral iron ore that benefits the nation sees Table 9.
The salient features of table 9 0-4mm rhombohedral iron ore
Silt content % Clod content % Apparent density kg/m 3 Tap density kg/m 3
2.9 0.1 4610 2530
The 4-8mm rhombohedral iron ore: the Xuzhou salient features that iron ore produces the 4-8mm rhombohedral iron ore that benefits the nation sees Table 10.
The salient features of table 10 4-8mm rhombohedral iron ore
Silt content % Clod content % Apparent density kg/m 3 Tap density kg/m 3
1.4 0.2 4720 2420
Water reducer: the ADVA161C type water reducer that Grace China Ltd. produces, its performance sees Table 11.
The performance of table 11 ADVA161C type water reducer
Figure BDA0000071866310000082
Figure BDA0000071866310000091
(2) ferrosilicon sacrificial concrete siliceous aggregate grain composition is calculated and is seen Table 12.
Table 12 ferrosilicon sacrificial concrete siliceous aggregate grain composition reckoner
Figure BDA0000071866310000092
(3) ferrosilicon sacrificial concrete rhombohedral iron ore particles of aggregates grating is calculated, and sees the following form 13.
Table 13 ferrosilicon sacrificial concrete rhombohedral iron ore grain composition reckoner
Figure BDA0000071866310000093
Figure BDA0000071866310000101
(4) meet under the prerequisite of technical requirements at starting material, ferrosilicon sacrificial concrete is studied test, test situation sees Table 14, and silica in table, hematite are unlisted.
Table 14 ferrosilicon sacrificial concrete proportioning research trial situation
Figure BDA0000071866310000102
Through the ferrosilicon sacrificial concrete research trial is calculated with the chemical composition of benchmark proportioning, its result meets design requirements, specifically sees Table 15.
The chemical composition of table 15 ferrosilicon sacrificial concrete
Figure BDA0000071866310000103
(5) the benchmark proportioning of research trial being used has been carried out feasibility test at concrete mixing plant, and the ferrosilicon sacrificial concrete mixture goes out the machine slump in design requirements (170 ± 30) mm scope, and its ultimate compression strength meets the demands.
Confirm through pumping test: ferrosilicon sacrificial concrete is through the stirring of 300s, and the mixture pumpability can be good when 60min, 90min after going out machine; The mixture workability that goes out after pump is good.This proportioning can satisfy the pumping construction technical requirements.
Confirm through the quantum of output test: stirrer is produced 1.0m 3Concrete actual output amount is 0.995m 3, error is-0.50%, in 2% error allowed band.
Therefore, according to above-mentioned test-results, finally determined the ferrosilicon sacrificial concrete proportioning, as shown in table 16 below mix practical:
Table 16 C30/37 ferrosilicon sacrificial concrete proportioning
Figure BDA0000071866310000111
For guaranteeing construction quality and improving concrete construction performance and physicals, when producing, concrete mix adds mineral additive silica flour and flyash, and the high-efficiency water-reducing agent of poly-carboxylic acid that uses high water reducing rate.
From test-results, the concrete decomposition temperature of the present embodiment is approximately 1180 ℃.Because the convection current that generates γ-ray emission mixes, melts-concrete can interact, and makes melts collecting tank border form uniform heat distribution.Test is demonstration also, and melt temperature only has a little reduction (if existence) in process of the test, and this explanation melts-concrete interacts and has a lower melting rate, thereby possesses favourable melts condition of divergence.
In addition to the implementation, the present invention can also have other embodiments.For example water reducer also can adopt ADVA160C or the ADVA162C type polycarboxylic acid series high efficiency water reducing agent that ASTP5800-1 that JM-PCA (I), the BASF chemical building material company limited of Sample A that Shanghai Fu Sile produces or Sample B, Su Bote novel material company limited produces or Grace China Ltd. produce.All employings are equal to the technical scheme of replacement or equivalent transformation formation, all drop on the protection domain of requirement of the present invention.

Claims (6)

1. ferrosilicon sacrificial concrete is characterized in that component by following mass percent mixes to form:
Satisfy the cement 10-18% that GB requires
Flyash 3-8%
Silica flour 1-3%
Rhombohedral iron ore 30-40%
Silica 32-42%
Water 5-10%
Water reducer 0.1-0.5%.
2. ferrosilicon sacrificial concrete according to claim 1, is characterized in that: the loss on ignition of described flyash≤1.5%.
3. ferrosilicon sacrificial concrete according to claim 1, is characterized in that: Si0 in described silica flour 2Content 〉=90%.
4. ferrosilicon sacrificial concrete according to claim 1, is characterized in that: Fe in described rhombohedral iron ore 2O 3Content 〉=90%.
5. ferrosilicon sacrificial concrete according to claim 1, is characterized in that: Si0 in described silica 2Content 〉=83%.
6. ferrosilicon sacrificial concrete according to claim 1, it is characterized in that: the water-reducing rate of described water reducer is greater than 25%.
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CN108840626B (en) * 2018-07-17 2021-02-02 南京林业大学 A kind of ferrosilicon nuclear power sacrificial material and preparation method thereof
CN108751868B (en) * 2018-07-17 2020-12-08 南京林业大学 A kind of siliceous nuclear power sacrificial material and preparation method thereof
CN110228977A (en) * 2019-06-04 2019-09-13 东南大学 A kind of advanced Nuclear Power sacrificial concrete and preparation method thereof
CN117438124B (en) * 2023-12-22 2024-04-09 中核第四研究设计工程有限公司 Method for long-term stable treatment of uranium-containing waste residues

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101767968A (en) * 2009-12-31 2010-07-07 大连理工大学 High-performance radiation-shielding concrete material
CN101863641A (en) * 2010-05-07 2010-10-20 武汉理工大学 A kind of anti-radiation concrete based on environment-friendly functional aggregate and its preparation method
CN101921093A (en) * 2010-08-19 2010-12-22 武汉理工大学 A high-homogeneity anti-radiation concrete based on environmentally friendly functional aggregates

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8409346B2 (en) * 2008-10-06 2013-04-02 Grancrete, Inc. Waste storage vessels and compositions therefor

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101767968A (en) * 2009-12-31 2010-07-07 大连理工大学 High-performance radiation-shielding concrete material
CN101863641A (en) * 2010-05-07 2010-10-20 武汉理工大学 A kind of anti-radiation concrete based on environment-friendly functional aggregate and its preparation method
CN101921093A (en) * 2010-08-19 2010-12-22 武汉理工大学 A high-homogeneity anti-radiation concrete based on environmentally friendly functional aggregates

Non-Patent Citations (6)

* Cited by examiner, † Cited by third party
Title
伍崇明.核工程抗强辐射屏蔽混凝土试验研究.《中国博士学位论文全文数据库》.2010,(第03期),30.
伍崇明等.屏蔽混凝土用原材料性能试验研究.《混凝土》.2007,(第12期),60-64.
屏蔽混凝土用原材料性能试验研究;伍崇明等;《混凝土》;20071231(第12期);60-64 *
核工程抗强辐射屏蔽混凝土试验研究;伍崇明;《中国博士学位论文全文数据库》;20100315(第03期);30 *
浅谈功能混凝土;郭进智;《福建建材》;20061031(第5期);15-17 *
郭进智.浅谈功能混凝土.《福建建材》.2006,(第5期),15-17.

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