CN117164312A - High-performance low-carbon concrete and preparation method thereof - Google Patents
High-performance low-carbon concrete and preparation method thereof Download PDFInfo
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- 239000004567 concrete Substances 0.000 title claims abstract description 121
- 229910052799 carbon Inorganic materials 0.000 title claims abstract description 77
- 238000002360 preparation method Methods 0.000 title abstract description 25
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 80
- 239000000463 material Substances 0.000 claims abstract description 78
- 239000004568 cement Substances 0.000 claims abstract description 59
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 49
- 239000000843 powder Substances 0.000 claims abstract description 36
- 239000002893 slag Substances 0.000 claims abstract description 33
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims abstract description 32
- 239000011575 calcium Substances 0.000 claims abstract description 25
- 229910052791 calcium Inorganic materials 0.000 claims abstract description 25
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- 239000002994 raw material Substances 0.000 claims abstract description 19
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- 238000007580 dry-mixing Methods 0.000 claims abstract description 3
- 239000000203 mixture Substances 0.000 claims description 35
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- 239000002245 particle Substances 0.000 claims description 6
- 229910052918 calcium silicate Inorganic materials 0.000 claims description 5
- 239000011398 Portland cement Substances 0.000 claims description 4
- 239000010883 coal ash Substances 0.000 claims description 4
- 239000010440 gypsum Substances 0.000 claims description 3
- 229910052602 gypsum Inorganic materials 0.000 claims description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 3
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- 239000007787 solid Substances 0.000 claims description 3
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- 239000003795 chemical substances by application Substances 0.000 claims description 2
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- JHLNERQLKQQLRZ-UHFFFAOYSA-N calcium silicate Chemical compound [Ca+2].[Ca+2].[O-][Si]([O-])([O-])[O-] JHLNERQLKQQLRZ-UHFFFAOYSA-N 0.000 claims 1
- 235000012241 calcium silicate Nutrition 0.000 claims 1
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- 230000000052 comparative effect Effects 0.000 description 5
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- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 4
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- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 description 2
- 239000004615 ingredient Substances 0.000 description 2
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- 208000032843 Hemorrhage Diseases 0.000 description 1
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Abstract
The invention discloses high-performance low-carbon concrete and a preparation method thereof, wherein the high-performance low-carbon concrete comprises the following raw materials in parts by weight: an integrated cementing material: 360-520 parts; 800-900 parts of fine aggregate; coarse aggregate: 1100-1200 parts; water reducing agent: 7.0-9.0 parts; water: 160-180 parts; the integrated cementing material is prepared by uniformly dry-mixing the following raw materials in parts by weight: 35-40 parts of silicate cement clinker powder; 5-6 parts of high-calcium Gao Tiebei Lite sulphoaluminate cement clinker powder; 5-10 parts of fine limestone powder; 14-20 parts of ground fly ash; 10-15 parts of slag micropowder; 10-15 parts of steel slag micropowder; 5-10 parts of coarse limestone powder. Compared with the traditional concrete, the low-carbon concrete has the advantages that the compressive strength of the C30-C60 grade concrete at each age is improved by 2-4MPa under the condition of the same consumption of cementing materials, the expansion degree is obviously increased, and the carbon emission strength of the concrete is reduced by 14.3%.
Description
Technical Field
The invention belongs to the technical field of concrete, and particularly relates to high-performance low-carbon concrete and a preparation method thereof.
Background
The engineering construction industry accounts for over 40% of the global carbon emission, and concrete is used as the most widely used building material and accounts for 6-10% of the global carbon emission. Under the large environment of active carbon reduction and carbon reduction in various countries of the world, development and utilization of low-carbon concrete are very important in reality. Cement is the main source of carbon emission of concrete, and per 1 ton of silicate cement clinker produced, CO is discharged 2 About 830kg, thus greatly reducing the cement clinker or cement usage in concrete, the multipurpose mineral admixture is the most effective method for reducing the carbon footprint of concrete.
Chinese patent CN 103193434A discloses a low-carbon and carbon-absorbing concrete and its preparation method, which adopts high-calcium fly ash as mineral admixture and utilizes redundant f-CaO introduced into the concrete from high-calcium fly ash to absorb CO 2 Thereby achieving the purpose of absorbing carbon; chinese patent CN 114890744A discloses a preparation method of green low-carbon concrete, which adopts high-titanium slag powder as mineral admixture and mainly utilizes TiO in the high-titanium slag powder 2 And perovskite absorption and reduction of CO 2 Realize the carbon reduction of the concrete; chinese patent CN 114835455A discloses a low-carbon concrete and a cementing material, which mainly increases the proportion of primary fly ash in the cementing material, the proportion of primary fly ash reaches more than 50%, the content of cement is reduced to below 50%, and the low carbon of the concrete is realized by reducing the cement consumption; chinese patent CN 108439833A discloses a high-performance low-carbon concrete, which mainly adopts slag powder, fine ceramic powder and fly ash as raw materials of cementing materials, and adds nano-sized silica and nano-clay, and the materials are mixed to form a micro-aggregate mixture with reasonable grain size distribution, so that the concrete strength is maintained, the construction requirement is met, and CO is reduced 2 And (3) discharging the isothermal chamber gas.
However, the low-carbon concrete mentioned by the above technology has certain technical defects, such as absorbing CO by using f-CaO in high-calcium fly ash 2 Although a certain carbon reduction effect can be generated, the micro-expansion generated by f-CaO in the later stage of concrete hydration can bring hidden danger to the structural safety of the concrete; the activity of the high titanium slag powder is much lower than that of the common slag powder, and the amount of the substitute cement is very limited; the primary fly ash has very good activity effect and ball effect naturally, but the primary fly ash has very limited resources, and only accounts for less than 10 percent of the total amount of the fly ash, the cement consumption in the cementing material is reduced to less than 50 percent by utilizing the primary fly ash, and the total amount of cement clinker or cement can be saved is also very small; the addition of the nano material to the concrete replaces cement, and the dosage of the cement in the concrete can be greatly reduced, and the carbon emission reduction strength of the concrete is reduced, but the high carbon emission generated by the preparation of the nano material is not considered due to the large energy consumptionThe emission reduction of carbon is not reduced in a real sense. In addition, the prior art has a major technical defect that the preparation of the low-carbon concrete is researched by using four basic materials of cement (or cementing material), mineral admixture, aggregate and additive. Because the mixed materials such as slag powder, fly ash and the like are also added during cement production, the mixed materials can be repeated or conflict with the mineral admixture added during the concrete preparation process in function, the whole development of the concrete material is not realized, the performance of the material is comprehensively designed and considered, the whole optimization of the performance of the low-carbon concrete material is not facilitated, the consumption of cement clinker in the concrete is further reduced, and the maximum carbon reduction effect is realized.
Disclosure of Invention
Aiming at the problems of the existing low-carbon concrete, the invention provides high-performance low-carbon concrete and a preparation method thereof. The invention aims to realize the double aims of reducing the carbon dioxide emission of the concrete to the greatest extent and improving the concrete performance, adopts the high-performance integrated cementing material, simplifies four basic raw material ingredients commonly adopted by the traditional concrete technology into three basic raw material ingredients, and prepares the cement (or cementing material) required by the concrete and the concrete mineral admixture into the integrated cementing material in a unified and coordinated way, and only needs to mix with the aggregate and the admixture in the later stage.
The invention is realized in such a way that the high-performance low-carbon concrete is composed of the following raw materials in parts by weight: an integrated cementing material: 360-520 parts; 800-900 parts of fine aggregate; coarse aggregate: 1100-1200 parts; water reducing agent: 7.0-9.0 parts; water: 160-180 parts;
the integrated cementing material is prepared by uniformly dry-mixing the following raw materials in parts by weight: 35-40 parts of silicate cement clinker powder; 5-6 parts of high-calcium Gao Tiebei Lite sulphoaluminate cement clinker powder; 5-10 parts of fine limestone powder; 14-20 parts of ground fly ash; 10-15 parts of slag micropowder; 10-15 parts of steel slag micropowder; 5-10 parts of coarse limestone powder.
In the above technical scheme, preferably, the high-calcium Gao Tiebei Lite sulphoaluminate cement clinker powder is prepared by grinding high-calcium Gao Tiebei Lite sulphoaluminate cement clinker until the specific surface area is 380-400m 2 And/kg;
the high-calcium Gao Tiebei Lite sulphoaluminate cement clinker is burned by limiting the batching value and the mineral composition, can be well adapted to common silicate cement, can obviously improve the early strength of the integrated cementing material, and particularly can promote the early hydration activity of various mineral admixtures added in the integrated cementing material. The proportioning parameters of the high-calcium high-iron high-belite sulphoaluminate cement clinker are as follows: the alkalinity coefficient Cm is 1.60-1.65, fCaO is 0.5-1.0%, fSO 3 0.5 to 1.0 percent; the mineral composition of the high-calcium high-iron high-belite sulphoaluminate cement clinker comprises the following components in percentage by weight: c (C) 2 The content of S mineral is 50-60%, C 4 A 3 The content of S mineral is 20-25%, C 6 AF 2 The mineral content is 10-15%, C 12 A 7 The mineral content is 5-10%.
In the above technical scheme, preferably, the Portland cement clinker powder is prepared by grinding 95% of ordinary Portland cement clinker and 5% of desulfurized gypsum together, and has a specific surface area of 380-400m 2 /kg。
In the above technical scheme, preferably, the fine limestone powder is obtained by grinding limestone alone with superfine powder, and has a specific surface area of 800-900m 2 /kg。
In the above technical scheme, preferably, the pulverized coal ash is obtained by separately pulverizing undisturbed coal ash, and the specific surface area is 500-550m 2 /kg。
In the above technical scheme, preferably, the slag micropowder is obtained by grinding water quenched slag alone, and has a specific surface area of 550-600m 2 /kg。
In the above technical scheme, preferably, the steel slag micropowder is obtained by grinding converter steel slag alone, and has a specific surface area of 450-500m 2 /kg。
In the above technical scheme, preferably, the coarse limestone powder is obtained by grinding limestone alone, and has a specific surface area of 150-200m 2 /kg。
In the above technical solution, preferably, the fine aggregate is medium-grade machine-made sand having a fineness number of 2.5.
In the above technical scheme, preferably, the coarse aggregate is stone with a particle size of 5-25mm and continuous grading.
In the above technical scheme, preferably, the water reducer is a polycarboxylic acid high-efficiency water reducer, the solid content is a liquid agent with 20% and the water reducing rate is more than 30%.
The preparation method of the high-performance low-carbon concrete comprises the following steps:
1) Weighing an integrated cementing material, fine aggregate, coarse aggregate, a water reducing agent and water according to the formula amount;
2) Pouring the weighed integrated cementing material, fine aggregate and coarse aggregate into a stirrer to stir uniformly to obtain a mixture;
3) And mixing the weighed water reducer into water, fully dissolving and uniformly mixing the water reducer, and then pouring the water reducer into the mixture for continuous stirring to obtain the low-carbon concrete.
The key technology of the low-carbon concrete prepared by the invention is to adopt an integrated cementing material to replace two components of cement (or cementing material) and mineral admixture in the concrete. The integrated cementing material provided by the invention reduces the consumption of silicate cement clinker to the greatest extent, and maximally utilizes the mineral doping amounts of limestone powder, fly ash, slag micropowder, steel slag micropowder and the like; meanwhile, in order to ensure that the early strength of the integrated cementing material is low due to the fact that the mineral mixing amount is used in a large amount, a novel high-calcium Gao Tiebei Lite sulphoaluminate cement clinker is added, the novel high-calcium Gao Tiebei Lite sulphoaluminate cement clinker is different from the sulphoaluminate cement clinker or the high-belite sulphoaluminate cement clinker in the prior art, has poor compatibility with common silicate cement, can well develop in a synergistic way with the silicate cement clinker, can also remarkably improve the early strength of a silicate cement clinker system, and particularly can excite the early activity effect of fly ash, slag powder, steel slag powder and limestone powder, so that the early hydration of the integrated cementing material can meet the requirement of concrete development, and the defects of early bleeding water and the like of freshly mixed concrete are reduced. The integrated cementing material designs the granularity composition according to the requirement of the optimal compactness of the concrete, coordinates with the granularity grading of the concrete aggregate, designs the cement clinker and the auxiliary cementing material composition according to the hydration hardening gradient of the concrete, and achieves the effects of remarkably improving the performance of the concrete, reducing the consumption of the cement clinker in the concrete to the greatest extent and realizing carbon reduction.
The use of the integrated cementing material overcomes the defects of the prior concrete material design and simplifies the concrete preparation process. More advantageously, the amount of silicate cement clinker in the integrated cementing material is obviously lower than that of the existing cement or cementing material, and the integrated cementing material has good performance, so that the ratio of silicate cement clinker used in the prepared low-carbon concrete can be reduced to the greatest extent under the condition of good performance, and the practical effect of reducing the carbon emission intensity to the greatest extent is realized.
The invention has the advantages and positive effects that:
1) The integrated cementing material used for the low-carbon concrete has the advantages that the cement clinker consumption is as low as 33-38%, the cement clinker has good strength, the 28d strength can reach 41.0-42.0MPa, and the cementing material is a low-carbon cementing material, and other mineral admixtures are not required to be added in the preparation of the concrete.
2) The integrated cementing material used for the low-carbon concrete contains the high-calcium Gao Tiebei Lite sulphoaluminate cement clinker, can effectively excite the early hydration activity of a large amount of mineral admixture, improves the 3d strength of the integrated cementing material by 7.7MPa and improves the 28d strength by 3.0MPa, and obviously promotes the optimization of the performance.
3) The particle size distribution of the integrated cementing material used for the low-carbon concrete is designed according to the optimal compactness, and the particle size distribution of the integrated cementing material and the particle size grading of aggregate form good continuity, so that the low-carbon concrete mixture has higher fluidity compared with common concrete, and the expansion degree of the concrete is improved by 10-15%.
4) Compared with the concrete prepared by the traditional method, the low-carbon concrete has the advantages that the compressive strength of the C30-C60 grade concrete at each age is improved by 2-4MPa under the condition that the dosage of the cementing material is the same, and the expansion degree is obviously increased, so that the low-carbon concrete is high-performance concrete.
5) Compared with common concrete, the low-carbon concrete has the advantages that the cement clinker consumption is reduced by about 14.3 percent under different strength grades (C30-C60), namely, the carbon emission strength of the concrete is reduced by 14.3 percent, and the low-carbon concrete is low-carbon concrete.
6) According to the low-carbon concrete, the integrated cementing material is adopted, and any mineral admixture is not required to be added again in the preparation of the concrete, so that the batching procedure of the concrete is simplified, the homogeneity and the construction performance of the concrete are further improved, the interface transition area of the hardened cement paste and the aggregate is reinforced by the secondary hydration reaction of the mineral admixture with large doping amount in the cementing material, and the long-term durability of the concrete is improved and improved.
Detailed Description
The present invention will be described in further detail with reference to the following examples in order to make the objects, technical solutions and advantages of the present invention more apparent. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the invention.
Example 1 preparation of high calcium Gao Tiebei Lite sulphate aluminium cement clinker powder
Grinding according to the weight ratio and the proportioning value shown in Table 1 to obtain 1.0 ton of raw material with fineness of 0.08mm and screen residue less than 8%, calcining at 1350 ℃ in a rotary kiln to obtain 0.75 ton (raw material loss on ignition of 25%) of high-calcium Gao Tiebei Lite sulphoaluminate cement clinker, and grinding to obtain the product with specific surface area of 380-400m 2 High calcium Gao Tiebei Lite sulphoaluminate cement clinker powder per kg.
Table 1 raw meal formulation and dosage values
The mineral composition of the high-calcium Gao Tiebei Litt sulphoaluminate cement clinker is shown in Table 2.
Table 2 mineral composition of high calcium Gao Tiebei Lite sulphoaluminate cement clinker
Example 2 preparation of Integrated cementitious Material
The components are sequentially added into a dry powder mixer according to the weight ratio shown in the table 3, and are fully and uniformly mixed to obtain the integrated cementing material.
Table 3 weight ratio of the Integrated cementing Material
The physical properties of the above-mentioned several groups of integrated cementing materials were measured by using the standard GB17671-2021 method for testing cement mortar strength (ISO method), GB/T1346-2011 method for testing water consumption, setting time and stability of cement standard consistence, and the results are shown in Table 4.
Table 4 physical Properties of the Integrated gel Material
As can be seen from Table 4, the 3d strength of the integrated cementing materials of group No. 1-group No. 5 reaches about 20.0MPa, the 28d compressive strength reaches about 41.5MPa, and the cementing materials have relatively good strength and development rule; the integrated cementing material of group number 6, which is free from adding high calcium Gao Tiebei Litts sulphoaluminate cement clinker to excite the activity of mineral admixture, has the 3d strength of only 12.3MPa and the 28d strength of only 38.5MPa, and is obviously lower than the integrated cementing materials of group number 1-group number 5. It is fully demonstrated that: the remarkable excitation effect of the high-calcium Gao Tiebei Litt sulphoaluminate cement clinker on the activity of mineral admixtures also proves the performance superiority of the integrated cementing material.
Example 3 preparation of Low carbon concrete
In the embodiment, the cementing material is an integrated cementing material, and is prepared according to group number 2 in table 3, and the mixing proportion of silicate cement clinker in the integrated cementing material is 36%; the fine aggregate is medium-grade machine-made sand with the fineness number of 2.5; the coarse aggregate is stone aggregate with the particle size of 5-25mm and continuous grading; the water reducer is a polycarboxylate superplasticizer, the solid content of which is 20 percent, and the water reducing rate is more than 30 percent; the low-carbon concrete strength grade is designed according to C30, C40, C50 and C60. An integrated cementing material: 360-520 parts; 800-900 parts of fine aggregate; coarse aggregate: 1100-1200 parts; water reducing agent: 7.0-9.0 parts; water: 160-180 parts.
Group number 1:
weighing the following raw materials in parts by weight: 360 parts of integrated cementing material; 800 parts of fine aggregate; 1100 parts of coarse aggregate; 7.0 parts of water reducer and 180 parts of clear water.
The preparation method comprises the following steps: pouring the integrated cementing material, the fine aggregate and the coarse aggregate into a stirrer to stir for 1 minute so as to uniformly mix the materials; and (3) mixing the water reducer into water, fully and uniformly mixing the water reducer, and then pouring the water reducer into the mixture for continuous stirring for 2-5 minutes to obtain the low-carbon concrete.
Group number 2:
weighing the following raw materials in parts by weight: 410 parts of an integrated cementing material; 900 parts of fine aggregate; 1180 parts of coarse aggregate; 7.5 parts of water reducer and 170 parts of clear water.
The preparation method comprises the following steps: pouring the integrated cementing material, the fine aggregate and the coarse aggregate into a stirrer to stir for 1 minute so as to uniformly mix the materials; and (3) mixing the water reducer into water, fully and uniformly mixing the water reducer, and then pouring the water reducer into the mixture for continuous stirring for 2-5 minutes to obtain the low-carbon concrete.
Group number 3:
weighing the following raw materials in parts by weight: 480 parts of an integrated cementing material; 851 parts of fine aggregate; 1200 parts of coarse aggregate; 8.0 parts of water reducer and 175 parts of clear water.
The preparation method comprises the following steps: pouring the integrated cementing material, the fine aggregate and the coarse aggregate into a stirrer to stir for 1 minute so as to uniformly mix the materials; and (3) mixing the water reducer into water, fully and uniformly mixing the water reducer, and then pouring the water reducer into the mixture for continuous stirring for 2-5 minutes to obtain the low-carbon concrete.
Group number 4:
weighing the following raw materials in parts by weight: 520 parts of integrated cementing material; 800 parts of fine aggregate; 1100 parts of coarse aggregate; 9.0 parts of water reducer and 160 parts of clear water.
The preparation method comprises the following steps: pouring the integrated cementing material, the fine aggregate and the coarse aggregate into a stirrer to stir for 1 minute so as to uniformly mix the materials; and (3) mixing the water reducer into water, fully and uniformly mixing the water reducer, and then pouring the water reducer into the mixture for continuous stirring for 2-5 minutes to obtain the low-carbon concrete.
In order to fully embody the performance advantages of the low-carbon concrete, the concrete prepared by the traditional method adopting P.O42.5 cement and adding mineral admixture as cementing materials is synchronously compared. Wherein, the P.O42.5 cement comprises 70 percent of silicate cement clinker, 30 percent of desulfurized gypsum and other mineral admixtures, 26.0MPa of 3d strength and 50.0MPa of 28d strength; the mineral admixture is used: II fly ash with specific surface area of 320m 2 Per kg, slag micropowder specific surface area of 420m 2 /kg。
Comparison 1:
weighing the following raw materials in parts by weight: 216 parts of O42.5 cement; II, 72 parts of fly ash; 72 parts of slag micropowder; 795 parts of fine aggregate; 996 parts of coarse aggregate; 6.0 parts of water reducer and 160 parts of clear water.
The preparation method comprises the following steps: pouring the P.O42.5 cement, the II fly ash, the slag micropowder, the fine aggregate and the coarse aggregate into a stirrer to stir for 1 minute to uniformly mix; and (3) mixing the water reducer into water, fully and uniformly mixing the water reducer, and then pouring the water reducer into the mixture and continuously stirring the mixture for 2 to 5 minutes to obtain the concrete with the contrast 1.
Comparison 2:
weighing the following raw materials in parts by weight: 246 parts of O42.5 cement; II, 82 parts of fly ash; 82 parts of slag micropowder; 762 parts of fine aggregate; 980 parts of coarse aggregate; 6.5 parts of water reducer and 157 parts of clear water.
The preparation method comprises the following steps: pouring the P.O42.5 cement, the II fly ash, the slag micropowder, the fine aggregate and the coarse aggregate into a stirrer to stir for 1 minute to uniformly mix; and (3) mixing the water reducer into water, uniformly filling and mixing the water reducer, and then pouring the water reducer into the mixture and continuously stirring the mixture for 2-5 minutes to obtain the comparative 2 concrete.
Comparison 3:
weighing the following raw materials in parts by weight: 288 parts of P.O42.5 cement; II, 96 parts of fly ash; 96 parts of slag micropowder; 751 parts of fine aggregate; 954 parts of coarse aggregate; 7.0 parts of water reducer and 154 parts of clear water.
The preparation method comprises the following steps: pouring the P.O42.5 cement, the II fly ash, the slag micropowder, the fine aggregate and the coarse aggregate into a stirrer to stir for 1 minute to uniformly mix; and (3) mixing the water reducer into water, fully and uniformly mixing the water reducer, and then pouring the water reducer into the mixture and continuously stirring the mixture for 2 to 5 minutes to obtain the comparative 3 concrete.
Comparison 4:
weighing the following raw materials in parts by weight: 312 parts of O42.5 cement; II, 104 parts of fly ash; 104 parts of slag micropowder; 780 parts of fine aggregate; 902 parts of coarse aggregate; 8.0 parts of water reducer and 150 parts of clear water.
The preparation method comprises the following steps: pouring the P.O42.5 cement, the II fly ash, the slag micropowder, the fine aggregate and the coarse aggregate into a stirrer to stir for 1 minute to uniformly mix; and (3) mixing the water reducer into water, fully and uniformly mixing the water reducer, and then pouring the water reducer into the mixture and continuously stirring the mixture for 2 to 5 minutes to obtain the comparative 4 concrete.
The slump, the expansion and the 3d, 7d and 28d compressive strengths of the concrete prepared in the above examples and comparative examples were measured according to GB/T50080-2016 Standard for test methods for Properties of general concrete mixtures and GB/T50081-2019 Standard for test methods for mechanical Properties of general concrete, and the results are shown in Table 5:
TABLE 5 working Properties and mechanical Properties of Low carbon concrete of group number
As can be seen from Table 5, the low carbon concrete provided by the invention has the properties of each embodiment (group number 1-group number 4) and the properties of the concrete prepared by the traditional method (comparative 1-comparative 4), the concrete with different strength grades (C30-C60) is prepared, under the condition that the slump of the concrete is basically the same, the strength of the concrete with the corresponding grade in each age is improved by 2-4MPa, the expansion degree is improved by 60-80mm, the improvement degree is 10-15%, and the performance is better. Compared with the concrete prepared by the traditional method, the low-carbon concrete (C30-C60) has the advantages that the cement clinker consumption in the concrete is reduced by 14.3 percent, namely the carbon emission intensity of the concrete is reduced by 14.3 percent, and the concrete is a real low-carbon concrete.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solution of the present invention, and are not limiting; although the invention has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments may be modified or some or all of the technical features may be replaced equivalently, and these modifications or replacements do not make the essence of the corresponding technical scheme deviate from the scope of the technical scheme of the embodiments of the present invention.
Claims (12)
1. A high-performance low-carbon concrete is characterized in that: the material consists of the following raw materials in parts by weight: an integrated cementing material: 360-520 parts; 800-900 parts of fine aggregate; coarse aggregate: 1100-1200 parts; water reducing agent: 7.0-9.0 parts; water: 160-180 parts;
the integrated cementing material is prepared by uniformly dry-mixing the following raw materials in parts by weight: 35-40 parts of silicate cement clinker powder; 5-6 parts of high-calcium Gao Tiebei Lite sulphoaluminate cement clinker powder; 5-10 parts of fine limestone powder; 14-20 parts of ground fly ash; 10-15 parts of slag micropowder; 10-15 parts of steel slag micropowder; 5-10 parts of coarse limestone powder.
2. The high performance low carbon concrete of claim 1, wherein: the high-calcium Gao Tiebei Lite sulphoaluminate cement clinker powder is prepared by grinding high-calcium Gao Tiebei Lite sulphoaluminate cement clinker until the specific surface area is 380-400m 2 And/kg;
the proportioning parameters of the high-calcium high-iron high-belite sulphoaluminate cement clinker are as follows: the alkalinity coefficient Cm is 1.60-1.65, fCaO is 0.5-1.0%, fSO 3 0.5 to 1.0 percent; the high-calcium high-speed railThe mineral composition of the high belite sulphoaluminate cement clinker comprises the following components in percentage by weight: c (C) 2 The content of S mineral is 50-60%, C 4 A 3 The content of S mineral is 20-25%, C 6 AF 2 The mineral content is 10-15%, C 12 A 7 The mineral content is 5-10%.
3. The high performance low carbon concrete of claim 1, wherein: the Portland cement clinker powder is prepared by grinding 95% of ordinary Portland cement clinker and 5% of desulfurized gypsum together, and has a specific surface area of 380-400m 2 /kg。
4. The high performance low carbon concrete of claim 1, wherein: the fine limestone powder is prepared by grinding limestone alone with superfine powder, and has specific surface area of 800-900m 2 /kg。
5. The high performance low carbon concrete of claim 1, wherein: the pulverized coal ash is obtained by separately pulverizing undisturbed pulverized coal ash, and has a specific surface area of 500-550m 2 /kg。
6. The high performance low carbon concrete of claim 1, wherein: the slag micropowder is obtained by separately grinding water quenched slag, and has a specific surface area of 550-600m 2 /kg。
7. The high performance low carbon concrete of claim 1, wherein: the steel slag micropowder is obtained by separately grinding converter steel slag, and has a specific surface area of 450-500m 2 /kg。
8. The high performance low carbon concrete of claim 1, wherein: the coarse limestone powder is prepared by grinding limestone alone, and has specific surface area of 150-200m 2 /kg。
9. The high performance low carbon concrete of claim 1, wherein: the fine aggregate was medium-grade machine-made sand having a fineness number of 2.5.
10. The high performance low carbon concrete of claim 1, wherein: the coarse aggregate is stone with a particle size of 5-25mm and continuous grading.
11. The high performance low carbon concrete of claim 1, wherein: the water reducer is a polycarboxylate superplasticizer, the solid content of the water reducer is a liquid agent with 20%, and the water reducing rate is more than 30%.
12. A method for preparing high-performance low-carbon concrete based on the method in claim 1, which is characterized in that: the method comprises the following steps:
1) Weighing an integrated cementing material, fine aggregate, coarse aggregate, a water reducing agent and water according to the formula amount;
2) Pouring the weighed integrated cementing material, fine aggregate and coarse aggregate into a stirrer to stir uniformly to obtain a mixture;
3) And mixing the weighed water reducer into water, fully and uniformly mixing the water reducer, and then pouring the water reducer into the mixture for continuous stirring to obtain the low-carbon concrete.
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| CN117466608B (en) * | 2023-12-27 | 2024-03-08 | 内蒙古工业大学 | Full-solid waste ultra-high performance concrete and preparation method thereof |
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