CN110590260B - Method for improving performance of recycled concrete by using carbon dioxide - Google Patents
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- CURLTUGMZLYLDI-UHFFFAOYSA-N Carbon dioxide Chemical compound O=C=O CURLTUGMZLYLDI-UHFFFAOYSA-N 0.000 title claims abstract description 69
- 239000004567 concrete Substances 0.000 title claims abstract description 41
- 229910002092 carbon dioxide Inorganic materials 0.000 title claims abstract description 34
- 239000001569 carbon dioxide Substances 0.000 title claims abstract description 30
- 238000000034 method Methods 0.000 title claims abstract description 22
- 239000011575 calcium Substances 0.000 claims abstract description 20
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 15
- 239000004568 cement Substances 0.000 claims abstract description 14
- 239000000203 mixture Substances 0.000 claims abstract description 12
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 claims abstract description 11
- 238000003756 stirring Methods 0.000 claims abstract description 11
- 239000000843 powder Substances 0.000 claims abstract description 8
- 239000004576 sand Substances 0.000 claims abstract description 7
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 claims abstract description 4
- 229910052791 calcium Inorganic materials 0.000 claims abstract description 4
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 claims description 18
- 229910000019 calcium carbonate Inorganic materials 0.000 claims description 9
- 239000002245 particle Substances 0.000 claims description 4
- 238000002360 preparation method Methods 0.000 claims 3
- 238000002156 mixing Methods 0.000 abstract description 4
- 230000007613 environmental effect Effects 0.000 abstract description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 abstract 1
- 229910052799 carbon Inorganic materials 0.000 abstract 1
- 230000006835 compression Effects 0.000 abstract 1
- 238000007906 compression Methods 0.000 abstract 1
- 230000018109 developmental process Effects 0.000 abstract 1
- 230000008929 regeneration Effects 0.000 abstract 1
- 238000011069 regeneration method Methods 0.000 abstract 1
- 235000010216 calcium carbonate Nutrition 0.000 description 8
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 7
- 238000010276 construction Methods 0.000 description 6
- 239000002699 waste material Substances 0.000 description 6
- 239000000047 product Substances 0.000 description 5
- 238000009792 diffusion process Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 230000036571 hydration Effects 0.000 description 4
- 238000006703 hydration reaction Methods 0.000 description 4
- 239000011159 matrix material Substances 0.000 description 4
- 239000011148 porous material Substances 0.000 description 4
- 239000002002 slurry Substances 0.000 description 4
- 239000000920 calcium hydroxide Substances 0.000 description 3
- 235000011116 calcium hydroxide Nutrition 0.000 description 3
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 3
- 238000003763 carbonization Methods 0.000 description 3
- 238000010521 absorption reaction Methods 0.000 description 2
- 239000004566 building material Substances 0.000 description 2
- 229910052918 calcium silicate Inorganic materials 0.000 description 2
- 235000012241 calcium silicate Nutrition 0.000 description 2
- 238000001035 drying Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000003912 environmental pollution Methods 0.000 description 2
- 239000002244 precipitate Substances 0.000 description 2
- 239000000741 silica gel Substances 0.000 description 2
- 229910002027 silica gel Inorganic materials 0.000 description 2
- 239000011398 Portland cement Substances 0.000 description 1
- NKWPZUCBCARRDP-UHFFFAOYSA-L calcium bicarbonate Chemical compound [Ca+2].OC([O-])=O.OC([O-])=O NKWPZUCBCARRDP-UHFFFAOYSA-L 0.000 description 1
- 229910000020 calcium bicarbonate Inorganic materials 0.000 description 1
- 239000000378 calcium silicate Substances 0.000 description 1
- JHLNERQLKQQLRZ-UHFFFAOYSA-N calcium silicate Chemical compound [Ca+2].[Ca+2].[O-][Si]([O-])([O-])[O-] JHLNERQLKQQLRZ-UHFFFAOYSA-N 0.000 description 1
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- BCAARMUWIRURQS-UHFFFAOYSA-N dicalcium;oxocalcium;silicate Chemical compound [Ca+2].[Ca+2].[Ca]=O.[O-][Si]([O-])([O-])[O-] BCAARMUWIRURQS-UHFFFAOYSA-N 0.000 description 1
- 229910001653 ettringite Inorganic materials 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 235000010755 mineral Nutrition 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000009656 pre-carbonization Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 239000011376 self-consolidating concrete Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 229910021534 tricalcium silicate Inorganic materials 0.000 description 1
- 235000019976 tricalcium silicate Nutrition 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B40/00—Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
- C04B40/0028—Aspects relating to the mixing step of the mortar preparation
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
技术领域technical field
本发明涉及资源回收利用及建材领域,具体涉及一种利用二氧化碳改善再生混凝土性能的方法。The invention relates to the fields of resource recycling and building materials, in particular to a method for improving the performance of recycled concrete by utilizing carbon dioxide.
背景技术Background technique
随着中国经济的快速发展,自然资源短缺和环境污染问题越来越严重。建筑业作为一个高消耗行业,每年都在消耗大量的自然资源。有资料显示,中国目前的砂石骨料年用量超过200亿吨,是目前开采量最大的矿产资源。同时,随着城市化进程的不断推进,新城市建筑量、老城区拆迁量以及城中村的改建量都在飞速增长,导致建筑废弃物越来越多。目前,我国每年大约产生20多亿吨建筑废弃物,约占城市垃圾总数量的30%~40%。废弃物破碎、筛分后回收做成再生骨料,部分或者全部代替天然骨料,不仅可以解决很多地区天然骨料缺乏问题,而且还可以减少环境污染,节省建筑废弃物的填埋用地,有利于建筑行业的可持续发展。然而,不同于天然骨料,再生混凝土骨料的表面存在旧的砂浆,并且在破碎的过程中,废弃混凝土受到碰撞、研磨,导致再生骨料里面产生很多微裂纹。再生骨料内部微裂纹和附着的旧水泥砂浆导致再生骨料的吸水率、孔隙率、和压碎值增大,从而使得再生混凝土性能明显比普通混凝土差,极大地局限再生混凝土的使用。因此,有必要研究提高再生混凝土性能方法。With the rapid development of China's economy, the shortage of natural resources and the problems of environmental pollution are becoming more and more serious. As a high consumption industry, the construction industry consumes a lot of natural resources every year. According to data, China's current annual consumption of sand and gravel aggregates exceeds 20 billion tons, which is the largest mineral resource currently mined. At the same time, with the continuous advancement of urbanization, the amount of new urban construction, the demolition of old urban areas, and the reconstruction of urban villages are all increasing rapidly, resulting in more and more construction waste. At present, my country produces more than 2 billion tons of construction waste every year, accounting for about 30% to 40% of the total amount of urban waste. The waste is crushed and screened to be recycled into recycled aggregate, which can partially or completely replace natural aggregate, which can not only solve the problem of lack of natural aggregate in many areas, but also reduce environmental pollution and save landfill land for construction waste. Conducive to the sustainable development of the construction industry. However, unlike natural aggregates, there are old mortars on the surface of recycled concrete aggregates, and in the process of crushing, the waste concrete is collided and ground, resulting in many micro-cracks in the recycled aggregates. The microcracks inside the recycled aggregate and the attached old cement mortar lead to an increase in the water absorption, porosity, and crushing value of the recycled aggregate, which makes the performance of recycled concrete significantly worse than that of ordinary concrete, which greatly limits the use of recycled concrete. Therefore, it is necessary to study methods to improve the performance of recycled concrete.
另一方面随着社会的发展,人类生产生活过程中,产生了大量的二氧化碳,也间接导致了全球变暖,作为绿色建材的发展方向,此方法十分重要的一面是能够固定大气中的二氧化碳,通过理论计算,假设可以100%碳化,那么1吨的水泥可以吸收0.5吨的二氧化碳,形成1.5吨的固体碳酸钙和硅胶。目前9~20%的二氧化碳已被大量水泥吸收,二氧化碳养护技术有很大的潜力创造出高质量、耐久性好和可持续性的水泥制品。On the other hand, with the development of society, a large amount of carbon dioxide is produced in the process of human production and life, which also indirectly leads to global warming. As the development direction of green building materials, this method is very important to fix the carbon dioxide in the atmosphere. Through theoretical calculation, assuming 100% carbonization, 1 ton of cement can absorb 0.5 ton of carbon dioxide to form 1.5 tons of solid calcium carbonate and silica gel. At present, 9-20% of carbon dioxide has been absorbed by a large amount of cement, and carbon dioxide curing technology has great potential to create high-quality, durable and sustainable cement products.
目前通过二氧化碳改善混凝土性能的方法,主要是利用二氧化碳养护混凝土,二氧化碳进入混凝土可以与未水化的水泥颗粒(主要是硅酸三钙、硅酸二钙)和水泥水化产物(主要是水化硅酸钙、氢氧化钙)反应,生成碳酸钙和硅胶,填充混凝土孔隙,从而提升混凝土的性能。但是碳化速度仍然是这种技术的主要障碍。这是因为早期混凝土的碳化速率取决于二氧化碳向混凝土基质中的扩散,扩散速度非常缓慢的。此外,碳化产物CaCO3颗粒可以填充混凝土基质中的孔隙,使CO2的扩散更加困难。At present, the method of improving concrete performance through carbon dioxide is mainly to use carbon dioxide to cure concrete. Carbon dioxide can enter concrete and can interact with unhydrated cement particles (mainly tricalcium silicate, dicalcium silicate) and cement hydration products (mainly hydration products). Calcium silicate, calcium hydroxide) react to generate calcium carbonate and silica gel, which fill the pores of concrete, thereby improving the performance of concrete. But the rate of carbonization remains a major hurdle for this technology. This is because the carbonation rate of early concrete depends on the diffusion of carbon dioxide into the concrete matrix, which is very slow. In addition, the carbonization product CaCO3 particles can fill the pores in the concrete matrix, making the diffusion of CO2 more difficult.
发明内容SUMMARY OF THE INVENTION
本发明直接将CO2通入浆料中,因此消除了二氧化碳养护混凝土技术中CO2通过混凝土基质的缓慢扩散过程。此工艺为CO2和再生骨料的推广及应用提供方向,拓展了再生混凝土的应用范围,具有重要的理论价值和显著的经济、环保效益,对混凝土发展有较大意义。The present invention directly passes CO 2 into the slurry, thus eliminating the slow diffusion process of CO 2 through the concrete matrix in the carbon dioxide curing concrete technology. This process provides direction for the promotion and application of CO 2 and recycled aggregates, expands the application scope of recycled concrete, has important theoretical value and significant economic and environmental benefits, and is of great significance to the development of concrete.
为了实现上述目的,本发明采用的技术方案为:In order to achieve the above object, the technical scheme adopted in the present invention is:
步骤一,将富含钙的Ca(OH)2粉末与水混合成氢氧化钙溶液。然后,往该溶液通入二氧化碳气体至溶液被完全碳化;In the first step, calcium-rich Ca(OH) 2 powder is mixed with water to form a calcium hydroxide solution. Then, pass carbon dioxide gas into the solution until the solution is completely carbonized;
本发明直接将CO2直接通入浆料中,因此消除了二氧化碳养护混凝土技术中CO2通过混凝土基质的缓慢扩散过程。此工艺为CO2和再生骨料的推广及应用提供方向,拓展了再生混凝土的应用范围,具有重要的理论价值和显著的经济、环保效益,对混凝土发展有较大意义。The present invention directly feeds CO2 into the slurry, thus eliminating the slow diffusion process of CO2 through the concrete matrix in the carbon dioxide curing concrete technology. This process provides direction for the promotion and application of CO 2 and recycled aggregates, expands the application scope of recycled concrete, has important theoretical value and significant economic and environmental benefits, and is of great significance to the development of concrete.
为了实现上述目的,本发明采用的技术方案为:In order to achieve the above object, the technical scheme adopted in the present invention is:
步骤一,将富含钙的Ca(OH)2粉末与水混合成氢氧化钙溶液。然后,往该溶液通入二氧化碳气体至溶液被完全碳化;In the first step, calcium-rich Ca(OH) 2 powder is mixed with water to form a calcium hydroxide solution. Then, pass carbon dioxide gas into the solution until the solution is completely carbonized;
步骤二,加入水泥与第一步中生产的溶液混合搅拌60s;Step 2, add cement and mix and stir for 60s with the solution produced in the first step;
步骤三,然后加入再生粗骨料搅拌60s,之后倒入砂子和天然粗骨料,充分搅拌120s得到混凝土拌合物;Step 3, then add recycled coarse aggregate and stir for 60s, then pour in sand and natural coarse aggregate, and fully stir for 120s to obtain a concrete mixture;
第一步中,由于CO2在环境中处于气相,不能与其他成分混合。为此我们先用Ca(OH)2溶液吸收二氧化碳。通入的二氧化碳气体首先溶解于水形成碳酸,然后碳酸水解成H+和CO3 2-,其与从熟石灰中释放的Ca2+相遇以形成纳米至亚微米的碳酸钙沉淀物。继续通入二氧化碳,一些碳酸钙将溶解形成碳酸氢钙,碳酸氢钙在水中具有更高的溶解度。因此,通二氧化碳后的熟石灰溶液含有丰富的碳酸钙颗粒,Ca2+,HCO3 -和少量的CO3 2-。此溶液与硅酸盐水泥混合后,水泥水化产生的Ca(OH)2与HCO3 -反应生成碳酸钙沉淀。纳米至亚微米的碳酸钙沉淀物可以填充再生骨料的裂缝和孔隙,还可以填充混凝土基质中的孔隙,微观结构因此更加致密。此外,预碳化方法可以在样品中产生更多的钙矾石,导致水泥的水化产物体积更大。这可以使硬化水泥的微观结构致密化,因此有助于提高混凝土性能。In the first step, since CO2 is in the gas phase in the environment, it cannot be mixed with other components. To do this we first absorb carbon dioxide with a Ca(OH) 2 solution. The introduced carbon dioxide gas first dissolves in water to form carbonic acid, which is then hydrolyzed to H + and CO 3 2− , which meet the Ca 2+ released from the slaked lime to form nano to submicron calcium carbonate precipitates. Continue to feed the carbon dioxide, and some of the calcium carbonate will dissolve to form calcium bicarbonate, which has a higher solubility in water. Therefore, the slaked lime solution after passing through carbon dioxide contains abundant calcium carbonate particles, Ca 2+ , HCO 3 - and a small amount of CO 3 2- . After this solution is mixed with Portland cement, Ca(OH) 2 produced by cement hydration reacts with HCO 3 - to form calcium carbonate precipitation. Nano- to sub-micron calcium carbonate precipitates can fill cracks and pores in recycled aggregates and can also fill pores in concrete matrices, resulting in a denser microstructure. In addition, the pre-carbonization method can produce more ettringite in the sample, resulting in a larger volume of hydration products of the cement. This densifies the microstructure of the hardened cement, thus helping to improve concrete performance.
具体实施方式Detailed ways
下面结合具体实施例对本发明做详细说明。The present invention will be described in detail below with reference to specific embodiments.
实施例1Example 1
一种利用二氧化碳改善自密实再生混凝土性能的方法,具体包括以下步骤:首先将Ca(OH)2粉末与水混合成氢氧化钙溶液。然后,将二氧化碳通入该溶液至完全碳化,通过PH计测试。第二步加入水泥与第一步中生产的溶液混合搅拌60s。然后加入再生粗骨料搅拌60s,之后倒入砂子和天然粗骨料,充分搅拌120s得到混凝土拌合物。A method for using carbon dioxide to improve the performance of self-compacting recycled concrete specifically includes the following steps: first, mixing Ca(OH) 2 powder with water to form a calcium hydroxide solution. Then, carbon dioxide was bubbled through the solution to complete carbonation, as measured by a pH meter. The second step is to add cement and mix with the solution produced in the first step for 60s. Then, the recycled coarse aggregate was added and stirred for 60 s, then sand and natural coarse aggregate were poured in, and the concrete mixture was obtained by fully stirring for 120 s.
由本实施例制作的自密实混凝土28d抗压强度和抗折强度分别增13.4%和14.4%,吸水率和孔隙率减少15%和14%。The 28d compressive strength and flexural strength of the self-compacting concrete made by this example are increased by 13.4% and 14.4%, respectively, and the water absorption and porosity are decreased by 15% and 14%.
实施例2Example 2
一种利用二氧化碳改善混凝土性能的方法,具体包括以下步骤:首先将Ca(OH)2粉末与水混合成氢氧化钙溶液,每升水中Ca(OH)2的用量为10.36g。然后,将二氧化碳以2L/min通入该溶液中,并使用磁力搅拌器以800rpm的速率搅拌浆料,约10分钟。然后,加入水泥、粗骨料、砂子,充分搅拌120s得到拌合物。A method for improving the performance of concrete by using carbon dioxide specifically includes the following steps: firstly, mixing Ca(OH) 2 powder with water to form a calcium hydroxide solution, and the dosage of Ca(OH) 2 per liter of water is 10.36g. Then, carbon dioxide was passed into the solution at 2 L/min, and the slurry was stirred at 800 rpm using a magnetic stirrer for about 10 minutes. Then, cement, coarse aggregate, and sand were added, and the mixture was fully stirred for 120 s to obtain a mixture.
由本实施例制作的混凝土7d和28d抗压强度都增加16%,7d和28d抗折强度分别增加7%和5%。此方法对混凝土干缩率影响不大。The compressive strengths of concretes 7d and 28d made by this example were both increased by 16%, and the flexural strengths of 7d and 28d were increased by 7% and 5%, respectively. This method has little effect on the drying shrinkage of concrete.
实施例3Example 3
一种利用二氧化碳改善混凝土性能的方法,具体包括以下步骤:首先将Ca(OH)2粉末与水混合成氢氧化钙溶液,每升水中Ca(OH)2的用量为38.48g。然后,将二氧化碳以2L/min通入该溶液中,并使用磁力搅拌器以800rpm的速率搅拌浆料,约15分钟。然后,加入水泥、粗骨料、砂子,充分搅拌120s得到拌合物。A method for improving the performance of concrete by using carbon dioxide specifically includes the following steps: firstly, mixing Ca(OH) 2 powder with water to form a calcium hydroxide solution, and the amount of Ca(OH) 2 per liter of water is 38.48g. Then, carbon dioxide was passed into the solution at 2 L/min, and the slurry was stirred at 800 rpm using a magnetic stirrer for about 15 minutes. Then, cement, coarse aggregate, and sand were added, and the mixture was fully stirred for 120 s to obtain a mixture.
由本实施例制作的混凝土7d和28d抗压强度分别增加10%和13%,7d和28d抗折强度分别增加8%和5%。此方法对混凝土干缩率影响不大。The compressive strengths of concretes 7d and 28d made by this example were increased by 10% and 13%, respectively, and the flexural strengths of 7d and 28d were increased by 8% and 5%, respectively. This method has little effect on the drying shrinkage of concrete.
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