CN102276231A - Method for curing radioactive waste resin by NaAlO2 coagulant cement - Google Patents

Method for curing radioactive waste resin by NaAlO2 coagulant cement Download PDF

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CN102276231A
CN102276231A CN2011101411572A CN201110141157A CN102276231A CN 102276231 A CN102276231 A CN 102276231A CN 2011101411572 A CN2011101411572 A CN 2011101411572A CN 201110141157 A CN201110141157 A CN 201110141157A CN 102276231 A CN102276231 A CN 102276231A
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radioactive waste
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王建龙
孙奇娜
李俊峰
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Tsinghua University
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Abstract

The invention discloses a method for curing a radioactive waste resin by NaAlO2 coagulant cement, and belongs to the technical field of radioactive waste resin cement curing. The method comprises the following steps of mixing sulfoaluminate cement, a composite mineral additive, NaAlO2 and NaOH well, stirring the mixture and a radioactive waste resin in a stirring kettle, transferring the mixture obtained by the previous step into a mold and maintaining for curing. The method is utilized for curing a radioactive waste resin, improves a capacity and compressive strength of cured waste, and shortens coagulation time.

Description

一种使用NaAlO<sub>2</sub>促凝剂水泥固化放射性废树脂的方法A method of using NaAlO<sub>2</sub> coagulant cement to solidify radioactive waste resin

技术领域 technical field

本发明属于放射性废树脂水泥固化技术领域,具体涉及一种使用NaAlO2促凝剂水泥固化放射性废树脂的方法。The invention belongs to the technical field of radioactive waste resin cement solidification, and in particular relates to a method for solidifying radioactive waste resin by using NaAlO2 coagulant cement.

背景技术 Background technique

在核电站中,离子交换技术广泛应用于一、二回路的辅助系统和放射性废液处理系统,由于负载的核素放射性水平过高或交换容量饱和等原因,设备中的树脂需要定期更换,卸载的废树脂必须经过固化后才能进行最终处置。水泥固化技术是放射性废树脂的主要固化手段,但废物包容量较低。特别是固化压水堆核电站产生的含硼废树脂时,包容量增加使单位体积固化体所含的硼量增加,导致浆体凝结时间急剧延长甚至无法凝结。目前国内压水堆核电站产生的C1混凝土桶固化体,废树脂体积包容量约为35%,固化体增容比大,最终处置费用昂贵。In nuclear power plants, ion exchange technology is widely used in auxiliary systems of the primary and secondary circuits and radioactive waste liquid treatment systems. Due to the high radioactive level of the loaded nuclides or the saturation of the exchange capacity, the resin in the equipment needs to be replaced regularly. Waste resin must be cured before final disposal. Cement solidification technology is the main solidification method of radioactive waste resin, but the waste containment capacity is low. Especially when solidifying the boron-containing waste resin produced by the pressurized water reactor nuclear power plant, the increase in the containment capacity will increase the amount of boron contained in the solidified body per unit volume, resulting in a sharp extension of the coagulation time of the slurry or even failure to coagulate. At present, the solidified body of C1 concrete barrels produced by domestic pressurized water reactor nuclear power plants has a waste resin volume containment capacity of about 35%.

硫铝酸盐水泥是我国拥有自主知识产权的水泥系列,用于放射性废物固化的研究已有报道。钙矾石是硫铝酸盐水泥的主要水化产物之一,其晶体中存在[Al(OH)6]3-八面体结构,其成核需要有一定的过饱和度,才能完成析晶过程。当水化体系中有硼存在时,硼与水泥组分中的钙反应生成微溶于水的硼酸钙,硼酸钙晶体聚集水泥熟料颗粒表面,阻碍水泥与水接触,不利于钙矾石晶体的形成,因此延缓水泥的水化反应。硫铝酸盐水泥固化含硼树脂的配方中掺加NaAlO2,可以提高液相中Al(OH)4 -的浓度,增加[Al(OH)6]3-的生成速率,促进钙矾石晶体的生成,从而达到促凝目的。Sulphoaluminate cement is a cement series with independent intellectual property rights in my country, and the research on radioactive waste solidification has been reported. Eettite is one of the main hydration products of sulfoaluminate cement. There is [Al(OH) 6 ] 3- octahedral structure in its crystals, and its nucleation requires a certain degree of supersaturation to complete the crystallization process. . When boron exists in the hydration system, boron reacts with calcium in cement components to form calcium borate which is slightly soluble in water. Calcium borate crystals gather on the surface of cement clinker particles, hindering the contact between cement and water, which is not conducive to ettringite crystals formation, thus delaying the hydration reaction of cement. The addition of NaAlO 2 to the formula of sulphoaluminate cement solidified boron-containing resin can increase the concentration of Al(OH) 4 - in the liquid phase, increase the formation rate of [Al(OH) 6 ] 3- , and promote the crystallization of ettringite formation, so as to achieve the purpose of promoting coagulation.

水泥固化技术所处理的废物种类和成分多样,对于水泥水化过程的影响复杂,常使用促凝剂来调节水泥的凝结时间。200810097228.1号专利提供了一种用于固体废弃物混凝土的固化剂,其中使用了促凝剂但并未公开其具体成分。200810036184.1号专利公开的用于市政污水处理厂排水污泥和河道污泥的固化剂使用的水泥种类为硫铝酸盐水泥,促凝剂为锂盐或氢氧化锂。在放射性废物水泥固化的应用中,掺加促凝剂可以缩短凝结时间、改善固化体性能。201010269158.0号专利公开了一种固化含硼酸盐放射性废物的固化剂,使用的水泥种类为硅酸盐水泥或硫铝酸盐水泥,促凝剂为硅酸钠。王韧等用普通硅酸盐水泥、火山灰水泥、高铝水泥和沸石水泥固化放射性废液时,使用了偏铝酸钠作促凝剂,缩短浆体的凝固时间(压水堆核电站放射性废液的水泥固化研究,辐射防护,1982,2(5):352-360)。The types and components of waste processed by cement solidification technology are diverse, and have complex effects on the cement hydration process. Coagulants are often used to adjust the setting time of cement. Patent No. 200810097228.1 provides a curing agent for solid waste concrete, in which a coagulant is used but its specific composition is not disclosed. No. 200810036184.1 patent discloses that the type of cement used in the curing agent for municipal sewage treatment plant drainage sludge and river sludge is sulfoaluminate cement, and the coagulant is lithium salt or lithium hydroxide. In the application of radioactive waste cement solidification, the addition of coagulant can shorten the coagulation time and improve the performance of solidified body. Patent No. 201010269158.0 discloses a curing agent for curing borate-containing radioactive waste. The type of cement used is Portland cement or sulphoaluminate cement, and the coagulation accelerator is sodium silicate. When Wang Ren and others used ordinary Portland cement, pozzolanic cement, high alumina cement and zeolite cement to solidify radioactive waste liquid, they used sodium metaaluminate as a coagulant to shorten the solidification time of the slurry (the radioactive waste liquid of pressurized water reactor nuclear power plant Research on cement curing, Radiation Protection, 1982, 2(5): 352-360).

发明内容 Contents of the invention

本发明的目的在于提供一种使用NaAlO2促凝剂水泥固化放射性废树脂的方法。The object of the present invention is to provide a kind of method that uses NaAlO coagulant cement to solidify radioactive waste resin.

一种使用NaAlO2促凝剂水泥固化放射性废树脂的方法,将硫铝酸盐水泥、复合矿物添加剂、NaAlO2、NaOH混合均匀,与放射性废树脂在搅拌锅内搅拌3min,移至Φ50mm×50mm的模具内,养护7d,养护温度为25±5℃,相对湿度≥90%。A method of using NaAlO 2 coagulant cement to solidify radioactive waste resin. Mix sulphoaluminate cement, composite mineral additives, NaAlO 2 , and NaOH evenly, stir with radioactive waste resin in a stirring pot for 3 minutes, and move to Φ50mm×50mm In the mold, it is cured for 7 days, the curing temperature is 25±5°C, and the relative humidity is ≥90%.

所述复合矿物添加剂为沸石、矿渣、硅灰与粉煤灰的混合物,沸石、矿渣、硅灰与粉煤灰的质量比为5∶10∶9∶4。The composite mineral additive is a mixture of zeolite, slag, silica fume and fly ash, and the mass ratio of zeolite, slag, silica fume and fly ash is 5:10:9:4.

所述放射性废树脂、硫铝酸盐水泥、复合矿物添加剂、NaAlO2与NaOH的用量比例为:1L∶(1455~1674)g∶(45~126)g∶(8~16)g∶(1~4)g。其中,复合矿物添加剂占硫铝酸盐水泥和复合矿物添加剂总质量的3%~7%、NaAlO2与NaOH的掺量质量比为6∶1~4∶1。The consumption ratio of described radioactive waste resin, sulfoaluminate cement, composite mineral additive, NaAlO and NaOH is: 1L: (1455~1674) g: (45~126) g: (8~16) g: (1 ~ 4) g. Among them, the composite mineral additive accounts for 3%-7% of the total mass of the sulphoaluminate cement and the composite mineral additive, and the mass ratio of NaAlO 2 to NaOH is 6:1-4:1.

本发明的有益效果:本发明的方法固化放射性废树脂,提高了固化体的废物包容量和抗压强度,缩短了凝结时间。Beneficial effects of the present invention: the method of the present invention solidifies the radioactive waste resin, improves the waste containment capacity and compressive strength of the solidified body, and shortens the coagulation time.

具体实施方式Detailed ways

下面以具体实施例对本发明做进一步说明。The present invention will be further described below with specific examples.

以下实施例采用混合树脂为模拟放射性废树脂,混合树脂中阴阳树脂的体积比为3∶2,阴树脂上的硼含量约为1.2mol/L(以B计)。The following examples adopt the mixed resin as the simulated radioactive waste resin, the volume ratio of anion and cation resins in the mixed resin is 3:2, and the boron content on the anion resin is about 1.2mol/L (calculated as B).

实施例1Example 1

将1505g硫铝酸盐水泥、95g复合矿物添加剂(沸石∶矿渣∶硅灰∶粉煤灰=5∶10∶9∶4)、15g NaAlO2、3g NaOH混合均匀,与1L模拟放射性废树脂在搅拌锅内搅拌3min,将搅拌好的浆料一次装满凝结时间测定试模,振动数次刮平表面后放入养护箱内,养护温度为20±1℃,相对湿度≥90%。养护至开始搅拌后30min时测定初凝时间,初凝时间完成测定后,将凝结时间试模翻转继续养护,测定终凝时间。测得的初凝和终凝时间分别为4.7h和19.0h。Mix 1505g sulfoaluminate cement, 95g composite mineral additive (zeolite: slag: silica fume: fly ash = 5:10:9:4), 15g NaAlO 2 , 3g NaOH, and stir with 1L simulated radioactive waste resin Stir in the pot for 3 minutes, fill the stirred slurry once to measure the coagulation time test mold, vibrate several times to scrape the surface and put it into the curing box. The curing temperature is 20±1°C and the relative humidity is ≥90%. Measure the initial setting time after curing until 30 minutes after the start of stirring. After the initial setting time is measured, turn the setting time test mold over to continue curing, and measure the final setting time. The measured initial and final setting times were 4.7h and 19.0h, respectively.

实施例2Example 2

将1505g硫铝酸盐水泥、95g复合矿物添加剂(沸石∶矿渣∶硅灰∶粉煤灰=5∶10∶9∶4)、15g NaAlO2、3g NaOH混合均匀,与1L模拟放射性废树脂在搅拌锅内搅拌3min,移至Φ50mm×50mm的模具内,制备固化体,计算固化体的总体积并以此计算固化体中废树脂体积包容量,得到包容量数值为65%。Mix 1505g sulfoaluminate cement, 95g composite mineral additive (zeolite: slag: silica fume: fly ash = 5:10:9:4), 15g NaAlO 2 , 3g NaOH, and stir with 1L simulated radioactive waste resin Stir in the pot for 3 minutes, move to a Φ50mm×50mm mold, prepare a cured body, calculate the total volume of the cured body and calculate the volume inclusion capacity of the waste resin in the cured body, and the value of the inclusion capacity is 65%.

实施例3Example 3

将1505g硫铝酸盐水泥、95g复合矿物添加剂(沸石∶矿渣∶硅灰∶粉煤灰=5∶10∶9∶4)、15g NaAlO2、3g NaOH混合均匀,与1L模拟放射性废树脂在搅拌锅内搅拌3min,移至Φ50mm×50mm的模具内,养护,养护温度为25±5℃,相对湿度≥90%。养护48h后脱模,养护7d后,将其上下表面用砂纸适当打磨,保持上下表面平行,然后在压力试验机上测定其无侧限抗压强度。测得7d抗压强度为14.5MPa。Mix 1505g sulfoaluminate cement, 95g composite mineral additive (zeolite: slag: silica fume: fly ash = 5:10:9:4), 15g NaAlO 2 , 3g NaOH, and stir with 1L simulated radioactive waste resin Stir in the pot for 3 minutes, move to a Φ50mm×50mm mold, and cure. The curing temperature is 25±5°C and the relative humidity is ≥90%. After curing for 48 hours, remove the mold, and after curing for 7 days, the upper and lower surfaces are properly polished with sandpaper to keep the upper and lower surfaces parallel, and then the unconfined compressive strength is measured on a pressure testing machine. The measured 7d compressive strength is 14.5MPa.

实施例4Example 4

将1505g硫铝酸盐水泥、115g复合矿物添加剂(沸石∶矿渣∶硅灰∶粉煤灰=5∶10∶9∶4)、14.2g NaAlO2、2.8g NaOH混合均匀,与1L模拟放射性废树脂在搅拌锅内搅拌3min,使用与实施例1相同的凝结时间测定方法,与实施例2相同的废树脂体积包容量计算方法,与实施例3相同的固化体制备方法和7d抗压强度测试方法,得到的终凝时间、包容量和7d抗压强度数值分别为17.5h、61%和12.7MPa。Mix 1505g sulfoaluminate cement, 115g composite mineral additive (zeolite: slag: silica fume: fly ash = 5:10:9:4), 14.2g NaAlO 2 , 2.8g NaOH, and mix them with 1L simulated radioactive waste resin Stir in the stirring pot for 3min, use the same coagulation time measurement method as in Example 1, the same waste resin volume inclusion calculation method as in Example 2, the same curing body preparation method and 7d compressive strength test method as in Example 3 , the obtained values of final setting time, inclusion capacity and 7d compressive strength were 17.5h, 61% and 12.7MPa respectively.

实施例5Example 5

将1515g硫铝酸盐水泥、65g复合矿物添加剂(沸石∶矿渣∶硅灰∶粉煤灰=5∶10∶9∶4)、14.2g NaAlO2、3g NaOH混合均匀,与1L模拟放射性废树脂在搅拌锅内搅拌3min,使用与实施例1相同的凝结时间测定方法,与实施例2相同的废树脂体积包容量计算方法,与实施例3相同的固化体制备方法和7d抗压强度测试方法,得到的终凝时间、包容量和7d抗压强度数值分别为20.3h、65%和11.3MPa。Mix 1515g sulfoaluminate cement, 65g composite mineral additive (zeolite: slag: silica fume: fly ash = 5:10:9:4), 14.2g NaAlO 2 , 3g NaOH, and mix them with 1L simulated radioactive waste resin in Stir in the stirring pot for 3min, use the same coagulation time measuring method as in Example 1, the same waste resin volume inclusion capacity calculation method as in Example 2, the same curing body preparation method and 7d compressive strength test method as in Example 3, The obtained values of final setting time, inclusion capacity and 7d compressive strength are 20.3h, 65% and 11.3MPa respectively.

Claims (3)

1.一种使用NaAlO2促凝剂水泥固化放射性废树脂的方法,其特征在于,将硫铝酸盐水泥、复合矿物添加剂、NaAlO2、NaOH混合均匀,与放射性废树脂在搅拌锅内搅拌3min,移至Φ50mm×50mm的模具内,养护7d,养护温度为25+5℃,相对湿度≥90%。1. A method of using NaAlO coagulant cement to solidify radioactive waste resin , characterized in that, sulphoaluminate cement, composite mineral additives, NaAlO 2 , NaOH are mixed uniformly, and the radioactive waste resin is stirred in a stirring pot for 3min , moved to a Φ50mm×50mm mold, cured for 7 days, the curing temperature was 25+5°C, and the relative humidity was ≥90%. 2.根据权利要求1所述一种使用NaAlO2促凝剂水泥固化放射性废树脂的方法,其特征在于,所述复合矿物添加剂为沸石、矿渣、硅灰与粉煤灰的混合物,沸石、矿渣、硅灰与粉煤灰的质量比为5∶10∶9∶4。2. according to claim 1, a kind of use NaAlO coagulant cement solidifies the method of radioactive waste resin, it is characterized in that, described composite mineral additive is the mixture of zeolite, slag, silica fume and fly ash, zeolite, slag , The mass ratio of silica fume to fly ash is 5:10:9:4. 3.根据权利要求1所述一种使用NaAlO2促凝剂水泥固化放射性废树脂的方法,其特征在于,所述放射性废树脂、硫铝酸盐水泥、复合矿物添加剂、NaAlO2与NaOH的用量比例为:1L∶(1455~1674)g∶(45~126)g∶(8~16)g∶(1~4)g。3. according to claim 1, a kind of use NaAlO coagulant cement is used to solidify radioactive waste resin method, it is characterized in that, described radioactive waste resin, sulfoaluminate cement, composite mineral additive, NaAlO 2 and the consumption of NaOH The ratio is: 1L: (1455-1674) g: (45-126) g: (8-16) g: (1-4) g.
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WO2016045491A1 (en) * 2014-09-24 2016-03-31 深圳航天科技创新研究院 Chemically bonded cementitious material for solidification of radioactive waste resin and solidification method
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CN105130305B (en) * 2015-08-25 2018-01-12 武汉理工大学 A kind of AASC Solidified Form method of nuclear power station boracic spent resin
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CN114420334A (en) * 2021-12-20 2022-04-29 燕山大学 Radioactive waste resin treatment method to obtain high stability waste package
CN114420334B (en) * 2021-12-20 2023-06-27 燕山大学 Method for treating radioactive waste resin to obtain high-stability waste bag
CN115159934A (en) * 2022-07-14 2022-10-11 燕山大学 Radioactive waste resin solidified body containing fibrous mineral mixed material and preparation method thereof

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