CN102964076A - Alkali and chloride-free enhancement type powder concrete setting accelerator - Google Patents
Alkali and chloride-free enhancement type powder concrete setting accelerator Download PDFInfo
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- 239000000843 powder Substances 0.000 title claims abstract description 15
- 239000004567 concrete Substances 0.000 title abstract description 17
- 239000003513 alkali Substances 0.000 title abstract description 13
- 239000004568 cement Substances 0.000 claims abstract description 29
- DIZPMCHEQGEION-UHFFFAOYSA-H aluminium sulfate (anhydrous) Chemical compound [Al+3].[Al+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O DIZPMCHEQGEION-UHFFFAOYSA-H 0.000 claims abstract description 21
- 229910052602 gypsum Inorganic materials 0.000 claims abstract description 8
- 239000010440 gypsum Substances 0.000 claims abstract description 8
- 239000003795 chemical substances by application Substances 0.000 claims description 18
- 239000000203 mixture Substances 0.000 claims description 7
- 229910018072 Al 2 O 3 Inorganic materials 0.000 claims description 2
- 229910004298 SiO 2 Inorganic materials 0.000 claims description 2
- 239000011378 shotcrete Substances 0.000 abstract description 8
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 abstract description 7
- 239000004566 building material Substances 0.000 abstract description 4
- 238000000227 grinding Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 3
- 230000007797 corrosion Effects 0.000 abstract description 2
- 238000005260 corrosion Methods 0.000 abstract description 2
- 239000004570 mortar (masonry) Substances 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract 2
- 238000001354 calcination Methods 0.000 abstract 1
- 231100000956 nontoxicity Toxicity 0.000 abstract 1
- 239000007788 liquid Substances 0.000 description 12
- CDBYLPFSWZWCQE-UHFFFAOYSA-L Sodium Carbonate Chemical compound [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 3
- 229910052925 anhydrite Inorganic materials 0.000 description 3
- 238000002360 preparation method Methods 0.000 description 3
- 238000012360 testing method Methods 0.000 description 3
- 239000000654 additive Substances 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 239000000428 dust Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 229910000029 sodium carbonate Inorganic materials 0.000 description 2
- 235000017550 sodium carbonate Nutrition 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- SMZOUWXMTYCWNB-UHFFFAOYSA-N 2-(2-methoxy-5-methylphenyl)ethanamine Chemical compound COC1=CC=C(C)C=C1CCN SMZOUWXMTYCWNB-UHFFFAOYSA-N 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N 2-Propenoic acid Natural products OC(=O)C=C NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 239000005995 Aluminium silicate Substances 0.000 description 1
- 235000019738 Limestone Nutrition 0.000 description 1
- 239000004115 Sodium Silicate Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- GSEJCLTVZPLZKY-UHFFFAOYSA-N Triethanolamine Chemical compound OCCN(CCO)CCO GSEJCLTVZPLZKY-UHFFFAOYSA-N 0.000 description 1
- 150000004645 aluminates Chemical class 0.000 description 1
- WNROFYMDJYEPJX-UHFFFAOYSA-K aluminium hydroxide Chemical compound [OH-].[OH-].[OH-].[Al+3] WNROFYMDJYEPJX-UHFFFAOYSA-K 0.000 description 1
- 235000012211 aluminium silicate Nutrition 0.000 description 1
- ANBBXQWFNXMHLD-UHFFFAOYSA-N aluminum;sodium;oxygen(2-) Chemical compound [O-2].[O-2].[Na+].[Al+3] ANBBXQWFNXMHLD-UHFFFAOYSA-N 0.000 description 1
- 229940095564 anhydrous calcium sulfate Drugs 0.000 description 1
- ZOMBKNNSYQHRCA-UHFFFAOYSA-J calcium sulfate hemihydrate Chemical class O.[Ca+2].[Ca+2].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O ZOMBKNNSYQHRCA-UHFFFAOYSA-J 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 229920001577 copolymer Polymers 0.000 description 1
- 229910052593 corundum Inorganic materials 0.000 description 1
- 239000013078 crystal Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- GUJOJGAPFQRJSV-UHFFFAOYSA-N dialuminum;dioxosilane;oxygen(2-);hydrate Chemical compound O.[O-2].[O-2].[O-2].[Al+3].[Al+3].O=[Si]=O.O=[Si]=O.O=[Si]=O.O=[Si]=O GUJOJGAPFQRJSV-UHFFFAOYSA-N 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 238000006703 hydration reaction Methods 0.000 description 1
- 238000009776 industrial production Methods 0.000 description 1
- 239000004615 ingredient Substances 0.000 description 1
- 239000003112 inhibitor Substances 0.000 description 1
- NLYAJNPCOHFWQQ-UHFFFAOYSA-N kaolin Chemical compound O.O.O=[Al]O[Si](=O)O[Si](=O)O[Al]=O NLYAJNPCOHFWQQ-UHFFFAOYSA-N 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000005272 metallurgy Methods 0.000 description 1
- 229910052901 montmorillonite Inorganic materials 0.000 description 1
- 231100000344 non-irritating Toxicity 0.000 description 1
- 231100000252 nontoxic Toxicity 0.000 description 1
- 230000003000 nontoxic effect Effects 0.000 description 1
- 239000011368 organic material Substances 0.000 description 1
- 239000002861 polymer material Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 229940047670 sodium acrylate Drugs 0.000 description 1
- 229910001388 sodium aluminate Inorganic materials 0.000 description 1
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 1
- 229910052911 sodium silicate Inorganic materials 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 238000013517 stratification Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000009967 tasteless effect Effects 0.000 description 1
- 229920001897 terpolymer Polymers 0.000 description 1
- 239000002562 thickening agent Substances 0.000 description 1
- IALIDHPAWNTXOK-UHFFFAOYSA-N tricosanal Chemical compound CCCCCCCCCCCCCCCCCCCCCCC=O IALIDHPAWNTXOK-UHFFFAOYSA-N 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 230000003313 weakening effect Effects 0.000 description 1
- 229910001845 yogo sapphire Inorganic materials 0.000 description 1
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- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
Description
技术领域 technical field
本发明涉及建筑材料技术领域中的速凝剂,具体为一种适用于喷射混凝土、砂浆、水泥净浆等的无碱无氯增强型粉状速凝剂。The invention relates to an accelerator in the technical field of building materials, in particular to an alkali-free and chlorine-free enhanced powder accelerator suitable for shotcrete, mortar, cement paste and the like.
背景技术 Background technique
混凝土外加剂是工程建设过程中不可或缺的建材产品,被称为混凝土的第五组分。喷射混凝土用速凝剂是混凝土外加剂中非常重要的一种产品。喷射混凝土速凝剂能加快混凝土拌合物的凝结速度,提高早期强度,能有效防止隧道或地下矿井、边坡、建筑物坑基发生崩塌、滑坡,起到临时支护或永久支护的作用。因此喷射混凝土必须在要求的时间内达到初凝和终凝,并达到规定的强度。要达到上述要求就必须向混凝土中加入速凝剂。Concrete admixture is an indispensable building material product in the process of engineering construction, and is called the fifth component of concrete. Accelerator for shotcrete is a very important product in concrete admixture. Shotcrete accelerator can accelerate the setting speed of concrete mixture, improve the early strength, and can effectively prevent tunnels or underground mines, side slopes, and building foundations from collapsing and landslides, and play the role of temporary support or permanent support . Therefore, shotcrete must reach the initial setting and final setting within the required time, and reach the specified strength. In order to meet the above requirements, accelerators must be added to the concrete.
喷射混凝土速凝剂的发展有着悠久的历史,大致经历了四个阶段:第一阶段主要是以铝氧熟料、纯碱或石灰岩为主要原料的无机物速凝剂;第二阶段则以添加具有特定功能的有机材料制成的复合型速凝剂;第三阶段为粉剂无碱速凝剂。第四阶段为液态速凝剂。The development of shotcrete accelerators has a long history and has roughly gone through four stages: the first stage is mainly inorganic accelerators with alumina clinker, soda ash or limestone as the main raw materials; the second stage is to add Composite quick-setting agent made of organic materials with specific functions; the third stage is powder non-alkali quick-setting agent. The fourth stage is liquid accelerator.
第一阶段:纯无机物类速凝剂。这类速凝剂国内外种类繁多,国外比较著名的有前西德Tricosal和Isecret,日本的P-500,瑞典的Sigunit和SIKA及前苏联的一些产品。我国大多数厂家生产这类产品,多数是以铝氧熟料为主要成分,加入一定比例纯碱制备而成。主要品种有红星一型、711型、尧山型、阳泉一型、782型、J85型等等。这种速凝剂呈碱性且使混凝土后期强度降低,28天强度保有率仅为60~80%。The first stage: pure inorganic substance accelerator. There are many kinds of this kind of accelerator at home and abroad. The famous ones abroad include Tricosal and Isecret from the former West Germany, P-500 from Japan, Sigunit and SIKA from Sweden and some products from the former Soviet Union. Most manufacturers in our country produce this kind of products, most of which are made of alumina clinker as the main component and a certain proportion of soda ash is added. The main varieties are Hongxing 1, 711, Yaoshan, Yangquan 1, 782, J85 and so on. This quick-setting agent is alkaline and reduces the strength of concrete in the later stage, and the 28-day strength retention rate is only 60-80%.
第二阶段:含有高分子材料的增稠剂等成分的复合型速凝剂。日本研制过丙烯酸胺-丙烯酸钠共聚物作为喷射混凝土粉尘抑制剂;前西德报导过一种速凝剂由三乙醇胺、部分皂化的聚丙烯酰胺-丙烯酸-丙烯腈三元共聚物为主的喷射混凝土添加剂;冶金部建筑研究院研制过8604型添加剂,二者都使回弹量有所降低,但是均需与掺量达到8%的782型速凝剂混合使用,导致混凝土后期强度降低较大。The second stage: composite quick-setting agent containing polymer material thickener and other ingredients. Japan has developed acrylic acid amine-sodium acrylate copolymer as a sprayed concrete dust inhibitor; former West Germany has reported a spraying accelerator consisting mainly of triethanolamine and partially saponified polyacrylamide-acrylic acid-acrylonitrile terpolymer. Concrete additives; 8604-type additives developed by the Construction Research Institute of the Ministry of Metallurgy, both of which reduce the amount of rebound, but both need to be mixed with 782-type accelerators with a content of 8%, resulting in a large decrease in the strength of concrete in the later stage .
第三阶段:粉剂无碱速凝剂。这种速凝剂以氢氧化铝、硫酸铝、蒙脱土、高岭土或其组合物为主要原料,这种速凝剂含碱量有所降低。但是往往不能够满足施工工程对混凝土早期强度的要求,且喷射时粉尘较大。The third stage: powder non-alkali accelerator. The quick-setting agent uses aluminum hydroxide, aluminum sulfate, montmorillonite, kaolin or a combination thereof as main raw materials, and the alkali content of the quick-setting agent is reduced. However, it is often unable to meet the requirements of construction projects for the early strength of concrete, and the dust is relatively large during spraying.
第四阶段:液体速凝剂。液体速凝剂是对粉状速凝剂进行的改良,液体速凝剂的使用有效的降低了混凝土的回弹。目前工程上常用的液体速凝剂包括以硅酸钠、铝酸钠为主的碱性液体速凝剂和低碱(或无碱)液体速凝剂。其中碱性液体速凝剂的含碱量高,易对施工人员的身体造成伤害。同时强碱性速凝剂使水泥在水化初期形成疏松的铝酸盐水化物结构,增加了发生混凝土碱集料反应的可能性,对混凝土的后期强度和耐久性能有明显的削弱作用。另外,无碱的液体速凝剂价格普遍偏高,且存在长期放置出现分层、稳定差的问题。The fourth stage: liquid accelerator. The liquid accelerator is an improvement on the powder accelerator, and the use of the liquid accelerator effectively reduces the rebound of concrete. At present, the liquid accelerators commonly used in engineering include alkaline liquid accelerators based on sodium silicate and sodium aluminate and low-alkali (or alkali-free) liquid accelerators. Among them, the alkaline liquid quick-setting agent has a high alkali content, which is easy to cause harm to the health of construction workers. At the same time, the strong alkaline accelerator makes the cement form a loose aluminate hydrate structure in the early stage of hydration, which increases the possibility of concrete alkali-aggregate reaction, and has a significant weakening effect on the later strength and durability of concrete. In addition, the price of alkali-free liquid accelerators is generally high, and there are problems of stratification and poor stability after long-term storage.
从速凝剂的应用现状看来,随着经济发展和技术进步,速凝剂的使用范围越来越广,用量越来越大。据统计,2007年我国速凝剂产量约为35.4万吨,2009年产量达到100.71万吨,其中粉体占74.32%,液体占25.68%。而液体速凝剂的比例在逐年增大,但由于液体速凝剂在价格和性能等方面的原因,目前工程上使用的速凝剂仍以粉状的速凝剂居多。From the current situation of the application of accelerators, with the economic development and technological progress, the scope of use of accelerators is becoming wider and wider, and the amount of accelerators is increasing. According to statistics, in 2007, the output of accelerators in my country was about 354,000 tons, and in 2009, the output reached 1,007,100 tons, of which powder accounted for 74.32% and liquid accounted for 25.68%. The proportion of liquid accelerators is increasing year by year, but due to the price and performance of liquid accelerators, most of the accelerators used in engineering are powder accelerators.
发明内容 Contents of the invention
本发明的目的是针对现有技术的不足,提供一种无碱无氯的混凝土速凝剂,在促进水泥凝结的同时,能够不降低混凝土的强度,无论是早期强度还是后期强度。The purpose of the present invention is to provide a non-alkali and chlorine-free concrete quick-setting agent for the deficiencies of the prior art, which can not reduce the strength of concrete while promoting cement setting, no matter it is early strength or late strength.
一种无碱无氯增强型粉状速凝剂,其特征是由下列重量比的成分组成:A non-alkali and chlorine-free enhanced powder accelerator is characterized in that it is composed of the following components by weight:
石膏 1~3份Gypsum 1~3 parts
硫酸铝 3~5份Aluminum sulfate 3~5 parts
硫铝酸盐水泥熟料 4~6份。Sulphoaluminate cement clinker 4~6 parts.
优选方案一,由下列重量比的成分组成:Preferred option one consists of the following components by weight ratio:
石膏 3份gypsum 3 parts
硫酸铝 4.5份Aluminum sulfate 4.5 parts
硫铝酸盐水泥熟料 5份。Sulphoaluminate cement clinker 5 parts.
优选方案二,由下列重量比的成分组成:Preferred option two consists of the following components by weight ratio:
石膏 2份gypsum 2 parts
硫酸铝 4.5份Aluminum sulfate 4.5 parts
硫铝酸盐水泥熟料 5份。Sulphoaluminate cement clinker 5 parts.
所说的硫酸铝为工业硫酸铝,Al2O3含量大于15%,含结晶水的产品按纯硫酸铝计算重量。所说的硫铝酸盐水泥熟料中,主要成分CaO的含量为60~70%、SiO2的含量为4~8%、Al2O3的含量为15~18%,SO3的含量为7~8%。所说的石膏为无水硫酸钙,也可以是半水硫酸钙或者二水硫酸钙煅烧脱水而成。Said aluminum sulfate is industrial aluminum sulfate, the content of Al2O3 is greater than 15%, and the weight of products containing crystal water is calculated as pure aluminum sulfate. In the said sulphoaluminate cement clinker, the content of main components CaO is 60-70%, the content of SiO 2 is 4-8%, the content of Al 2 O 3 is 15-18%, and the content of SO 3 is 7~8%. The said gypsum is anhydrous calcium sulfate, and can also be calcined and dehydrated calcium sulfate hemihydrate or calcium sulfate dihydrate.
本发明的制备方法是:硫酸铝在300℃煅烧至无水,进行研磨,细度用220目的标准筛通过,筛余量小于5%。硫铝酸盐水泥熟料粉磨细度用250目的标准筛通过,筛余量小于5%。将煅烧粉磨后的硫酸铝、硫铝酸盐水泥熟料和无水石膏混合均匀即可。The preparation method of the present invention is as follows: the aluminum sulfate is calcined at 300 DEG C until it becomes anhydrous, then ground, the fineness is passed through a 220-mesh standard sieve, and the sieve residue is less than 5%. The fineness of the sulphoaluminate cement clinker is passed through a 250-mesh standard sieve, and the sieve residue is less than 5%. The calcined and ground aluminum sulfate, sulphoaluminate cement clinker and anhydrous gypsum are uniformly mixed.
本发明的无碱无氯增强型粉状速凝剂可产生很好的效果。能够使水泥在3分钟内初凝,10分钟内终凝,早期强度迅速发展的同时,后期强度不降低。The non-alkali and chlorine-free enhanced powder quick-setting agent of the present invention can produce very good effect. It can make the initial setting of cement within 3 minutes and the final setting within 10 minutes. While the early strength develops rapidly, the later strength does not decrease.
本发明的无碱无氯增强型粉状速凝剂无毒、无味、无刺激,不伤害人体,对于混凝土内部的钢筋无锈蚀作用。The non-alkali and chlorine-free enhanced powder quick-setting agent of the present invention is non-toxic, tasteless, non-irritating, does not harm the human body, and has no corrosion effect on the steel bars inside the concrete.
本发明的无碱无氯增强型粉状速凝剂,制备方法简单,成本低,对仪器设备要求低,适用于大批量工业化生产。The non-alkali and chlorine-free enhanced powder quick-setting agent of the present invention has simple preparation method, low cost and low requirements on instruments and equipment, and is suitable for mass industrial production.
具体实施方式 Detailed ways
实施例1Example 1
硫酸铝在300℃煅烧至无水,进行研磨,细度用220目的标准筛通过,筛余量小于5%。硫铝酸盐水泥熟料1粉磨细度用250目的标准筛通过,筛余量小于5%,硫铝酸盐水泥熟料1的组成成分如表1所示。将煅烧粉磨后的硫酸铝、硫铝酸盐水泥熟料和无水石膏按重量比4.5:5:3进行混合即可。Aluminum sulfate is calcined at 300°C to anhydrous, then ground, and the fineness is passed through a 220-mesh standard sieve, and the sieve residue is less than 5%. The grinding fineness of sulphoaluminate cement clinker 1 is passed through a 250-mesh standard sieve, and the sieve residue is less than 5%. The composition of sulphoaluminate cement clinker 1 is shown in Table 1. The calcined and ground aluminum sulfate, sulphoaluminate cement clinker and anhydrite are mixed in a weight ratio of 4.5:5:3.
实施例2Example 2
硫酸铝在290℃煅烧至无水,进行研磨,细度用220目的标准筛通过,筛余量小于5%。硫铝酸盐水泥熟料2粉磨细度用250目的标准筛通过,筛余量小于5%,硫铝酸盐水泥熟料2的组成成分如表1所示。将煅烧粉磨后的硫酸铝、硫铝酸盐水泥熟料和无水石膏按重量比4.5:5:2进行混合即可。Aluminum sulfate is calcined at 290°C until it is anhydrous, and ground, and the fineness is passed through a 220-mesh standard sieve, and the sieve residue is less than 5%. The grinding fineness of the sulphoaluminate cement clinker 2 is passed through a 250-mesh standard sieve, and the sieve residue is less than 5%. The composition of the sulphoaluminate cement clinker 2 is shown in Table 1. The calcined and ground aluminum sulfate, sulphoaluminate cement clinker and anhydrite are mixed in a weight ratio of 4.5:5:2.
实施例3Example 3
硫酸铝在310℃煅烧至无水,进行研磨,细度用220目的标准筛通过,筛余量小于5%。硫铝酸盐水泥熟料3粉磨细度用250目的标准筛通过,筛余量小于5%,硫铝酸盐水泥熟料3的组成成分如表1所示。将煅烧粉磨后的硫酸铝、硫铝酸盐水泥熟料和无水石膏按重量比4.5:5:2.5进行混合即可。Aluminum sulfate is calcined at 310°C to anhydrous and ground, and the fineness is passed through a 220-mesh standard sieve, and the sieve residue is less than 5%. The grinding fineness of sulphoaluminate cement clinker 3 is passed through a 250-mesh standard sieve, and the sieve residue is less than 5%. The composition of sulphoaluminate cement clinker 3 is shown in Table 1. The calcined and ground aluminum sulfate, sulphoaluminate cement clinker and anhydrite are mixed according to the weight ratio of 4.5:5:2.5.
本发明的速凝剂的各项性能指标均符合国家建材行业标准JC477-2005《喷射混凝土用速凝剂》的规定。按标准,将制备实施例1、2和3中的速凝剂分别以占水泥重量的12.5%和11.5%和12%加入水泥砂浆试样中,测试凝结时间和强度,同时与未掺速凝剂的空白水泥进行对比。测试结果见表2。The various performance indicators of the accelerator of the present invention are in compliance with the provisions of the national building materials industry standard JC477-2005 "accelerator for shotcrete". According to the standard, the quick-setting agent in the preparation examples 1, 2 and 3 is added in the cement mortar sample with 12.5% and 11.5% and 12% of the weight of cement respectively, and the setting time and strength of the test are compared with the unmixed quick-setting agent simultaneously. The blank cement of the agent was used for comparison. The test results are shown in Table 2.
表1 硫铝酸盐水泥熟料组成成分表Table 1 Composition list of sulphoaluminate cement clinker
表2 速凝剂测试结果Table 2 Accelerator test results
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CN107417152A (en) * | 2017-05-25 | 2017-12-01 | 赵前方 | A kind of accelerator |
CN112321187A (en) * | 2020-10-23 | 2021-02-05 | 北京中建国信科技开发中心 | Mineral additive for shotcrete and preparation method and application thereof |
CN113185172A (en) * | 2021-04-20 | 2021-07-30 | 浙江交工集团股份有限公司 | Bi-component accelerator, wet-spraying concrete and preparation method thereof |
CN113816639A (en) * | 2021-09-07 | 2021-12-21 | 宿州市健生矿山设备有限公司 | Sulphoaluminate cement-based accelerator and preparation method and application thereof |
CN114920485A (en) * | 2022-07-04 | 2022-08-19 | 中国水利水电第七工程局有限公司 | Slow-release additive for ultrahigh early-strength sprayed concrete and preparation method thereof |
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CN112321187A (en) * | 2020-10-23 | 2021-02-05 | 北京中建国信科技开发中心 | Mineral additive for shotcrete and preparation method and application thereof |
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CN114920485A (en) * | 2022-07-04 | 2022-08-19 | 中国水利水电第七工程局有限公司 | Slow-release additive for ultrahigh early-strength sprayed concrete and preparation method thereof |
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