CN110218019A - Early high-strength compound alkali-free liquid accelerator, preparation method and gunite concrete - Google Patents
Early high-strength compound alkali-free liquid accelerator, preparation method and gunite concrete Download PDFInfo
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- 239000007788 liquid Substances 0.000 title claims abstract description 92
- 239000011378 shotcrete Substances 0.000 title claims abstract description 28
- 238000002360 preparation method Methods 0.000 title abstract description 11
- 150000001875 compounds Chemical class 0.000 title description 8
- 239000004567 concrete Substances 0.000 title description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 56
- WNROFYMDJYEPJX-UHFFFAOYSA-K aluminium hydroxide Chemical compound [OH-].[OH-].[OH-].[Al+3] WNROFYMDJYEPJX-UHFFFAOYSA-K 0.000 claims abstract description 37
- 239000002131 composite material Substances 0.000 claims abstract description 36
- 239000003638 chemical reducing agent Substances 0.000 claims abstract description 27
- 239000003381 stabilizer Substances 0.000 claims abstract description 25
- 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 23
- 229920002401 polyacrylamide Polymers 0.000 claims abstract description 21
- KRHYYFGTRYWZRS-UHFFFAOYSA-M Fluoride anion Chemical compound [F-] KRHYYFGTRYWZRS-UHFFFAOYSA-M 0.000 claims abstract 2
- 239000004568 cement Substances 0.000 claims description 67
- PUZPDOWCWNUUKD-UHFFFAOYSA-M sodium fluoride Chemical compound [F-].[Na+] PUZPDOWCWNUUKD-UHFFFAOYSA-M 0.000 claims description 66
- 238000003756 stirring Methods 0.000 claims description 41
- 235000013024 sodium fluoride Nutrition 0.000 claims description 33
- 239000011775 sodium fluoride Substances 0.000 claims description 33
- 239000000243 solution Substances 0.000 claims description 30
- GSEJCLTVZPLZKY-UHFFFAOYSA-N Triethanolamine Chemical compound OCCN(CCO)CCO GSEJCLTVZPLZKY-UHFFFAOYSA-N 0.000 claims description 25
- ZBCBWPMODOFKDW-UHFFFAOYSA-N diethanolamine Chemical compound OCCNCCO ZBCBWPMODOFKDW-UHFFFAOYSA-N 0.000 claims description 24
- 239000012452 mother liquor Substances 0.000 claims description 20
- 238000012360 testing method Methods 0.000 claims description 16
- -1 alcohol amine Chemical class 0.000 claims description 15
- 150000004673 fluoride salts Chemical class 0.000 claims description 13
- 238000001914 filtration Methods 0.000 claims description 10
- 239000006185 dispersion Substances 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 8
- 239000002202 Polyethylene glycol Substances 0.000 claims description 6
- 229920001223 polyethylene glycol Polymers 0.000 claims description 6
- NROKBHXJSPEDAR-UHFFFAOYSA-M potassium fluoride Chemical compound [F-].[K+] NROKBHXJSPEDAR-UHFFFAOYSA-M 0.000 claims description 6
- 230000006978 adaptation Effects 0.000 claims description 4
- HCWCAKKEBCNQJP-UHFFFAOYSA-N magnesium orthosilicate Chemical compound [Mg+2].[Mg+2].[O-][Si]([O-])([O-])[O-] HCWCAKKEBCNQJP-UHFFFAOYSA-N 0.000 claims description 4
- 239000000391 magnesium silicate Substances 0.000 claims description 4
- 229910052919 magnesium silicate Inorganic materials 0.000 claims description 4
- 235000019792 magnesium silicate Nutrition 0.000 claims description 4
- 238000002156 mixing Methods 0.000 claims description 4
- ORUIBWPALBXDOA-UHFFFAOYSA-L magnesium fluoride Chemical compound [F-].[F-].[Mg+2] ORUIBWPALBXDOA-UHFFFAOYSA-L 0.000 claims description 3
- 229910001635 magnesium fluoride Inorganic materials 0.000 claims description 3
- 235000003270 potassium fluoride Nutrition 0.000 claims description 3
- 239000011698 potassium fluoride Substances 0.000 claims description 3
- 239000012266 salt solution Substances 0.000 claims description 3
- HZAXFHJVJLSVMW-UHFFFAOYSA-N 2-Aminoethan-1-ol Chemical compound NCCO HZAXFHJVJLSVMW-UHFFFAOYSA-N 0.000 claims description 2
- BFSVOASYOCHEOV-UHFFFAOYSA-N 2-diethylaminoethanol Chemical compound CCN(CC)CCO BFSVOASYOCHEOV-UHFFFAOYSA-N 0.000 claims description 2
- UEEJHVSXFDXPFK-UHFFFAOYSA-N N-dimethylaminoethanol Chemical compound CN(C)CCO UEEJHVSXFDXPFK-UHFFFAOYSA-N 0.000 claims description 2
- AKNUHUCEWALCOI-UHFFFAOYSA-N N-ethyldiethanolamine Chemical compound OCCN(CC)CCO AKNUHUCEWALCOI-UHFFFAOYSA-N 0.000 claims description 2
- 229960002887 deanol Drugs 0.000 claims description 2
- 239000012972 dimethylethanolamine Substances 0.000 claims description 2
- 238000010438 heat treatment Methods 0.000 claims description 2
- CRVGTESFCCXCTH-UHFFFAOYSA-N methyl diethanolamine Chemical compound OCCN(C)CCO CRVGTESFCCXCTH-UHFFFAOYSA-N 0.000 claims description 2
- 230000003044 adaptive effect Effects 0.000 claims 2
- 239000000203 mixture Substances 0.000 claims 2
- 238000013329 compounding Methods 0.000 claims 1
- 238000010008 shearing Methods 0.000 claims 1
- 239000003795 chemical substances by application Substances 0.000 abstract description 55
- 239000003513 alkali Substances 0.000 abstract description 28
- 230000000694 effects Effects 0.000 description 23
- 238000010276 construction Methods 0.000 description 10
- 239000004570 mortar (masonry) Substances 0.000 description 8
- 230000000052 comparative effect Effects 0.000 description 6
- 238000006703 hydration reaction Methods 0.000 description 6
- 239000011083 cement mortar Substances 0.000 description 5
- 230000036571 hydration Effects 0.000 description 5
- 235000007328 Hericium erinaceus Nutrition 0.000 description 4
- 229910052782 aluminium Inorganic materials 0.000 description 4
- 239000000428 dust Substances 0.000 description 4
- 239000002002 slurry Substances 0.000 description 4
- 238000011161 development Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- BHPQYMZQTOCNFJ-UHFFFAOYSA-N Calcium cation Chemical compound [Ca+2] BHPQYMZQTOCNFJ-UHFFFAOYSA-N 0.000 description 2
- UFWIBTONFRDIAS-UHFFFAOYSA-N Naphthalene Chemical compound C1=CC=CC2=CC=CC=C21 UFWIBTONFRDIAS-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000004566 building material Substances 0.000 description 2
- 229910001424 calcium ion Inorganic materials 0.000 description 2
- 229910052918 calcium silicate Inorganic materials 0.000 description 2
- 239000000378 calcium silicate Substances 0.000 description 2
- OYACROKNLOSFPA-UHFFFAOYSA-N calcium;dioxido(oxo)silane Chemical compound [Ca+2].[O-][Si]([O-])=O OYACROKNLOSFPA-UHFFFAOYSA-N 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 230000014759 maintenance of location Effects 0.000 description 2
- 239000000843 powder Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000001737 promoting effect Effects 0.000 description 2
- 239000007921 spray Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000002195 synergetic effect Effects 0.000 description 2
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 1
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- 239000004115 Sodium Silicate Substances 0.000 description 1
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 1
- 230000001133 acceleration Effects 0.000 description 1
- 239000004480 active ingredient Substances 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 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
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- OSMSIOKMMFKNIL-UHFFFAOYSA-N calcium;silicon Chemical compound [Ca]=[Si] OSMSIOKMMFKNIL-UHFFFAOYSA-N 0.000 description 1
- 239000003153 chemical reaction reagent Substances 0.000 description 1
- 230000000875 corresponding effect Effects 0.000 description 1
- 238000002425 crystallisation Methods 0.000 description 1
- 230000008025 crystallization Effects 0.000 description 1
- 230000007812 deficiency 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
- 238000009792 diffusion process Methods 0.000 description 1
- 238000004090 dissolution Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 229910001653 ettringite Inorganic materials 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000007062 hydrolysis Effects 0.000 description 1
- 238000006460 hydrolysis reaction Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000011534 incubation Methods 0.000 description 1
- 230000006698 induction Effects 0.000 description 1
- 150000002500 ions Chemical class 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 229910021645 metal ion Inorganic materials 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 231100000252 nontoxic Toxicity 0.000 description 1
- 230000003000 nontoxic effect Effects 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 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
- 239000000126 substance Substances 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 229910021534 tricalcium silicate Inorganic materials 0.000 description 1
- 235000019976 tricalcium silicate Nutrition 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
- 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
- C04B40/0039—Premixtures of ingredients
-
- 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
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/10—Accelerators; Activators
- C04B2103/12—Set accelerators
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
本申请公开了一种早高强复合无碱液体速凝剂、制备方法及喷射混凝土,所述无碱液体速凝剂按重量份包括以下组分:硫酸铝:45%~55%;活性氢氧化铝:5%~10%;氟化盐:5%~10%;醇胺:1.5%~4%;聚丙烯酰胺:0.5%~1%;有机减水剂:1%~3%;稳定剂:0.8%~1%;水:25%~35%。The application discloses an early high-strength composite non-alkali liquid quick-setting agent, a preparation method and shotcrete. The non-alkali liquid quick-setting agent includes the following components in parts by weight: aluminum sulfate: 45% to 55%; active hydroxide Aluminum: 5% to 10%; Fluoride: 5% to 10%; Alcoholamine: 1.5% to 4%; Polyacrylamide: 0.5% to 1%; Organic water reducer: 1% to 3%; Stabilizer : 0.8% to 1%; water: 25% to 35%.
Description
技术领域technical field
本公开一般涉及建筑材料技术领域,具体涉及一种早高强复合无碱液体速凝剂、制备方法及喷射混凝土,主要应用于隧道、矿山、边坡等岩土工程的喷射混凝土中。The present disclosure generally relates to the technical field of building materials, and specifically relates to an early high-strength composite alkali-free liquid accelerator, a preparation method and shotcrete, which are mainly used in shotcrete for geotechnical engineering such as tunnels, mines, and slopes.
背景技术Background technique
速凝剂是能使混凝土迅速凝结硬化的外加剂,是喷射混凝土中必不可少的材料,它的作用是加速喷射混凝土的速凝快硬,增大一次喷射厚度,降低回弹损失,防止混凝土因重力发生脱落,并能有效的握裹钢筋和拱架,形成钢筋混凝土支护结构。速凝剂主要用于锚喷支护、隧道、矿山、深基坑、水利、边坡等岩土工程中,应用十分广泛。Accelerator is an admixture that can quickly set and harden concrete. It is an essential material in shotcrete. Its function is to accelerate the rapid setting and hardening of shotcrete, increase the thickness of a shot, reduce the rebound loss, and prevent the concrete from It falls off due to gravity, and can effectively hold and wrap steel bars and arch frames to form a reinforced concrete support structure. Accelerator is mainly used in geotechnical engineering such as anchor shotcrete support, tunnel, mine, deep foundation pit, water conservancy, slope, etc., and is widely used.
速凝剂分为粉状速凝剂和液体速凝剂两种,其中,粉状速凝剂主要应用于干喷混凝土中,由于干喷混凝土存在回弹量大、粉尘量大、混凝土后期强度损失大、施工效率低的问题,工程中在逐渐减少使用,一些隧道规范中,已经明确表示禁止使用干喷混凝土。液体速凝剂主要应用于湿喷混凝土中,湿喷混凝土粉尘小、施工效率高、混凝土强度高,正在得到大面积的推广应用。湿喷的发展必然也伴随着液体速凝剂的发展。Accelerators are divided into powder accelerators and liquid accelerators. Among them, powder accelerators are mainly used in dry sprayed concrete. Due to the large amount of rebound and dust in dry sprayed concrete, the strength of concrete in the later stage Due to the problems of large losses and low construction efficiency, the use of it is gradually reduced in projects. In some tunnel specifications, it has been clearly stated that the use of dry shotcrete is prohibited. Liquid accelerators are mainly used in wet sprayed concrete, which has low dust, high construction efficiency, and high concrete strength, and is being popularized and applied in a large area. The development of wet spray must also be accompanied by the development of liquid accelerators.
目前,液体速凝剂主要分为有碱和无碱两种类型,有碱液体速凝剂主要为铝酸钠型、硅酸钠型,由于碱性强,易发生碱骨料反应,混凝土后期强度损失严重,且碱性对人体伤害大。无碱液体速凝剂以其高的长期强度保有率、无碱无氯、安全环保和高耐久性等优点,正逐渐取代碱性液体速凝剂,成为液体速凝剂的发展趋势。At present, liquid accelerators are mainly divided into two types: alkaline and non-alkali. Alkaline liquid accelerators are mainly sodium aluminate type and sodium silicate type. Due to strong alkalinity, alkali-aggregate reaction is prone to occur. The strength loss is serious, and the alkalinity is harmful to the human body. Alkali-free liquid accelerators are gradually replacing alkaline liquid accelerators and becoming the development trend of liquid accelerators due to their high long-term strength retention rate, alkali-free and chlorine-free, safety and environmental protection, and high durability.
现有的无碱液体速凝剂存在掺量大(水泥质量的7%~12%),材料性能单一、与不同水泥适应性差、促凝效果低、活性有效成分少且稳定性差、混凝土早期强度低、价格高等问题,使得无碱液体速凝剂的推广非常困难。因此,需要进一步对无碱液体速凝剂进行研发。The existing non-alkali liquid quick-setting agent has a large dosage (7% to 12% of the cement mass), single material performance, poor adaptability to different cements, low setting acceleration effect, less active active ingredients and poor stability, and the early strength of concrete Problems such as low price and high price make the promotion of non-alkali liquid accelerator very difficult. Therefore, it is necessary to further research and develop the non-alkali liquid accelerator.
发明内容Contents of the invention
鉴于现有技术中的上述缺陷或不足,期望提供一种早高强复合无碱液体速凝剂及其制备方法。该速凝剂能有效提高溶液浓度,大大降低速凝剂掺量,缩短初终凝时间、提高施工效率,提高喷射混凝土早期强度和后期强度,与不同的水泥均有良好的适应性。在现场施工时,能有效降低回弹和粉尘,提高喷射混凝土支护效果。In view of the above-mentioned defects or deficiencies in the prior art, it is desired to provide an early high-strength composite alkali-free liquid accelerator and a preparation method thereof. The quick-setting agent can effectively increase the concentration of the solution, greatly reduce the dosage of the quick-setting agent, shorten the initial and final setting time, improve construction efficiency, improve the early strength and later strength of shotcrete, and have good adaptability to different cements. During on-site construction, it can effectively reduce rebound and dust, and improve the effect of shotcrete support.
为实现上述目的及其他相关目的,本发明是通过如下技术方案实现的。In order to achieve the above purpose and other related purposes, the present invention is achieved through the following technical solutions.
本发明一方面提供一种早高强复合无碱液体速凝剂,所述无碱液体速凝剂按重量份包括以下组分:One aspect of the present invention provides an early high-strength composite non-alkali liquid quick-setting agent, and the non-alkali liquid quick-setting agent comprises the following components by weight:
硫酸铝45%~55%;Aluminum sulfate 45% to 55%;
活性氢氧化铝5%~10%;Activated aluminum hydroxide 5% to 10%;
氟化盐5%~10%;Fluoride salt 5% to 10%;
醇胺1.5%~4%;Alcoholamine 1.5%~4%;
聚丙烯酰胺0.5%~1%;Polyacrylamide 0.5% ~ 1%;
有机减水剂1%~3%;Organic water reducer 1% to 3%;
稳定剂0.8%~1%;Stabilizer 0.8% ~ 1%;
水25%~35%。Water 25%~35%.
在本申请实施例的一些实施方式中,所述氟化盐选自氟化钠、氟化钾、氟化镁中的一种或多种。In some embodiments of the embodiments of the present application, the fluoride salt is selected from one or more of sodium fluoride, potassium fluoride, and magnesium fluoride.
在本申请实施例的一些实施方式中,所述醇胺选自二乙醇胺、三乙醇胺、单乙醇胺、二甲基乙醇胺、二乙基乙醇胺、甲基二乙醇胺、乙基二乙醇胺中的一种或多种的组合。In some embodiments of the embodiments of the present application, the alcohol amine is selected from one of diethanolamine, triethanolamine, monoethanolamine, dimethylethanolamine, diethylethanolamine, methyldiethanolamine, ethyldiethanolamine or Various combinations.
进一步的,所述醇胺包括三乙醇胺,所述三乙醇胺的重量份为0.5%~1%。Further, the alcohol amine includes triethanolamine, and the weight portion of the triethanolamine is 0.5%-1%.
进一步的,所述醇胺包括二乙醇胺,所述二乙醇胺的重量份为1%~3%。Further, the alcohol amine includes diethanolamine, and the weight portion of the diethanolamine is 1%-3%.
在本申请实施例的一些实施方式中,所述有机减水剂为聚乙二醇型缩聚物。In some embodiments of the embodiments of the present application, the organic water reducer is polyethylene glycol polycondensate.
在本申请实施例的一些实施方式中,所述稳定剂为水合硅酸镁。In some embodiments of the embodiments of the present application, the stabilizer is hydrated magnesium silicate.
另一方面本发明提供一种早高强复合无碱液体速凝剂的制备方法,包括以下步骤:On the other hand the present invention provides a kind of preparation method of early high-strength composite alkali-free liquid accelerator, comprising the following steps:
步骤1:将氟化盐、二乙醇胺和水混合,得到氟化盐溶液;Step 1: mixing fluoride salt, diethanolamine and water to obtain a fluoride salt solution;
步骤2:将所述氟化盐溶液加热至60~70℃,加入硫酸铝、活性氢氧化铝和稳定剂,进行高速搅拌,得到无碱速凝剂母液;Step 2: heating the fluoride salt solution to 60-70° C., adding aluminum sulfate, activated aluminum hydroxide and a stabilizer, and stirring at a high speed to obtain a mother liquor of an alkali-free accelerator;
步骤3:向所述无碱速凝剂母液加入醇胺、聚丙烯酰胺和有机减水剂,温度控制在40~60℃,经过滤后即得到所述的早高强复合无碱液体速凝剂。Step 3: Add alcohol amine, polyacrylamide and organic water reducer to the mother liquor of the alkali-free quick-setting agent, control the temperature at 40-60°C, and obtain the early-high-strength composite alkali-free liquid accelerator after filtration .
在本发明的一些实施方式中,还包括如下技术特征的一种或多种:In some embodiments of the present invention, one or more of the following technical features are also included:
A1)所述步骤1中,在常温下将氟化钠加入水中,快速搅拌10~30min,然后加入二乙醇胺,继续搅拌10~20min,得到氟化钠溶液;A1) In step 1, add sodium fluoride into water at room temperature, stir rapidly for 10-30 minutes, then add diethanolamine, and continue stirring for 10-20 minutes to obtain a sodium fluoride solution;
A2)所述步骤2中,将氟化钠溶液加热至60~70℃时,分多次加入硫酸铝和活性氢氧化铝,以500~800rpm/min进行高速剪切搅拌,然后加入稳定剂,温度控制在70℃左右,搅拌时间为90~150min,初步得到无碱速凝剂母液;A2) In step 2, when the sodium fluoride solution is heated to 60-70°C, aluminum sulfate and activated aluminum hydroxide are added several times, and high-speed shear stirring is performed at 500-800 rpm/min, and then a stabilizer is added. The temperature is controlled at about 70°C, the stirring time is 90-150min, and the mother liquor of alkali-free accelerator is initially obtained;
A3)所述步骤3中,对无碱速凝剂母液进行复配,加入三乙醇胺、聚丙烯酰胺和有机减水剂,温度控制在40~60℃,搅拌速度为300~500rpm/min,反应时间为60~90min,经过滤后即得到所述的早高强复合无碱液体速凝剂。A3) In step 3, compound the mother liquor of alkali-free quick-setting agent, add triethanolamine, polyacrylamide and organic water reducer, control the temperature at 40-60°C, and stir at a speed of 300-500rpm/min. The time is 60-90 minutes, and the said early-high-strength composite alkali-free liquid quick-setting agent can be obtained after filtering.
第三方面,本发明提供一种喷射混凝土,所述喷射混凝土包括上述的早高强复合无碱液体速凝剂,所述无碱液体速凝剂的掺量为所述喷射混凝土中水泥质量的3~5%;In a third aspect, the present invention provides a kind of shotcrete, which includes the above-mentioned early high-strength composite alkali-free liquid quick-setting agent, and the dosage of the alkali-free liquid quick-setting agent is 3% of the cement quality in the shotcrete ~5%;
所述无碱液体速凝剂的水泥品种适应系数ca小于0.8,The cement variety adaptation coefficient ca of the alkali-free liquid quick-setting agent is less than 0.8,
其中,所述水泥品种适应系数的测试方法为:Wherein, the test method of described cement variety adaptation coefficient is:
将无碱液体速凝剂以4%的掺量应用到五种测试水泥品种中,针对不同水泥品种获取各分项指标的离散系数,所述分项指标包括初凝时间指标、终凝时间指标、1d强度指标和28d强度比指标,所述适应系数ca为各所述分项指标的离散系数之和。The non-alkali liquid quick-setting agent is applied to five test cement varieties at a dosage of 4%, and the dispersion coefficients of various sub-indexes are obtained for different cement types, and the sub-items include initial setting time index and final setting time index , 1d intensity index and 28d intensity ratio index, the adaptation coefficient ca is the sum of the dispersion coefficients of each of the sub-items.
具体方法为:The specific method is:
将无碱液体速凝剂以4%的掺量应用到五种测试水泥品种中进行水泥净浆凝结时间试验,获取每组水泥浆的凝结时间指标,所述时间指标包括初凝时间指标和终凝时间指标,其中凝结时间离散系数为cνt(水泥净浆凝结时间标准差σ与平均值u的比值),分为初凝时间离散系数(水泥净浆初凝时间标准差与初凝时间平均值的比值)和终凝时间离散系数(水泥净浆终凝时间标准差与终凝时间平均值的比值);The non-alkali liquid quick-setting agent was applied to five kinds of test cement varieties with a dosage of 4% to carry out the setting time test of cement slurry, and the setting time index of each group of cement slurry was obtained, and the time index included initial setting time index and final The index of setting time, in which the dispersion coefficient of setting time is c νt (the ratio of the standard deviation σ of the setting time of cement slurry to the average value u), which is divided into the dispersion coefficient of initial setting time (the ratio of the standard deviation of the initial setting time of the cement paste to the average value of the initial setting time) and the dispersion coefficient of the final setting time (the ratio of the standard deviation of final setting time of cement paste to the average value of final setting time);
将无碱液体速凝剂以4%的掺量应用到五种测试水泥品种中进行水泥砂浆强度试验,获取每组水泥砂浆的强度指标,所述强度指标包括1d(一天)强度指标和28d(28天)强度比指标。1d强度指标的离散系数cνs为砂浆1d强度标准差与砂浆1d强度平均值u的比值,28d强度比指标的离散系数为砂浆28d强度比的标准差与砂浆28d强度比平均值的比值。The non-alkali liquid quick-setting agent is applied to five kinds of test cement varieties with the dosage of 4% to carry out the cement mortar strength test, and the strength index of each group of cement mortar is obtained, and the strength index includes 1d (one day) strength index and 28d ( 28 days) intensity ratio indicator. The dispersion coefficient c νs of the 1d strength index is the ratio of the standard deviation of the 1d strength of the mortar to the average u of the 1d strength of the mortar, and the dispersion coefficient of the 28d strength ratio index It is the ratio of the standard deviation of the mortar 28d strength ratio to the average value of the mortar 28d strength ratio.
则水泥品种适应系数为该系数为无量纲指标,在满足规范的要求下,经过大量的试验数据,得到该适应系数的标准值为0.8。当小于该数值时,说明液体速凝剂对不同水泥的适应性好,可以满足针对不同水泥品种的适应性;大于该数值时,说明液体速凝剂对不同的水泥适应性差,只能满足对某种品牌水泥品种的适应性,而对应用于另一些品牌水泥品种的情况,则无法满足相关要求。Then the cement variety adaptability coefficient is The coefficient is a dimensionless index, and the standard value of the adaptability coefficient is 0.8 after a large amount of test data under the condition of meeting the requirements of the specification. When it is less than this value, it means that the liquid quick-setting agent has good adaptability to different cements and can meet the adaptability to different cement varieties; The adaptability of a certain brand of cement varieties cannot meet the relevant requirements when it is applied to other brands of cement varieties.
所述测试水泥品种为市购的基准水泥、山水水泥、海螺水泥、狮头水泥和三峡水泥。其中,The test cement varieties are commercially available benchmark cement, Shanshui cement, conch cement, lion head cement and Three Gorges cement. in,
基准水泥:由中国建筑材料科学研究总院有限公司生产;Benchmark cement: produced by China Academy of Building Materials Science;
山水水泥:由山东山水水泥集团有限公司生产;Shanshui cement: produced by Shandong Shanshui Cement Group Co., Ltd.;
海螺水泥:由安徽海螺水泥股份有限公司生产;Conch Cement: produced by Anhui Conch Cement Co., Ltd.;
狮头水泥:由太原狮头水泥股份有限公司生产;Lion Head Cement: produced by Taiyuan Lion Head Cement Co., Ltd.;
三峡水泥:由葛洲坝集团水泥有限公司生产。Three Gorges Cement: Produced by Gezhouba Group Cement Co., Ltd.
本申请实施例提供的早高强复合无碱液体速凝剂,通过加入活性氢氧化铝,能一定程度的提高速凝剂的促凝效果,活性氢氧化铝在溶液中,容易将铝离子释放出来。并且活性氢氧化铝无毒无害,且相对稳定,不易潮解,对钢筋无腐蚀作用。The early high-strength composite alkali-free liquid accelerator provided in the examples of this application can improve the coagulation accelerator effect of the accelerator to a certain extent by adding activated aluminum hydroxide, and the activated aluminum hydroxide is in the solution, which can easily release aluminum ions . And activated aluminum hydroxide is non-toxic and harmless, relatively stable, not easy to deliquescence, and has no corrosive effect on steel bars.
具体实施方式Detailed ways
下面详细说明本申请实施例的早高强复合无碱液体速凝剂、制备方法及在喷射混凝土施工中的应用。The early high-strength composite alkali-free liquid quick-setting agent of the embodiment of the present application, the preparation method and the application in shotcrete construction are described in detail below.
如背景技术中所提到的,现有技术中,普通的液体速凝剂均采用氢氧化铝。硫酸铝型液体速凝剂加入氢氧化铝组分,由于氢氧化铝是两性化合物,在溶液中溶解度很小,水解过程中,不能提供足够的铝离子(铝离子是速凝剂促凝的有效离子)。因此,加入氢氧化铝,对速凝剂的促凝效果提高很小,或者几乎不提高。且达到一定的氢氧化铝掺量,达到饱和溶解度时,无论掺入多少氢氧化铝都无法提高促凝效果,导致初凝时间过长,不利于喷射混凝土的施工,容易坍落,降低一次喷层厚度,影响施工效率。As mentioned in the background art, in the prior art, aluminum hydroxide is used as a common liquid quick-setting agent. The aluminum sulfate-type liquid quick-setting agent is added with aluminum hydroxide component. Since aluminum hydroxide is an amphoteric compound, its solubility in the solution is very small. ion). Therefore, the addition of aluminum hydroxide has little or no improvement in the accelerating effect of the accelerator. And when a certain amount of aluminum hydroxide is added, when the saturation solubility is reached, no matter how much aluminum hydroxide is added, the coagulation-accelerating effect cannot be improved, resulting in too long initial setting time, which is not conducive to the construction of shotcrete, and it is easy to slump, reducing the cost of a shotcrete. Layer thickness affects construction efficiency.
鉴于现有技术的上述缺陷,本申请实施例第一方面提供一种早高强复合无碱液体速凝剂。In view of the above-mentioned defects of the prior art, the first aspect of the embodiment of the present application provides an early high-strength composite alkali-free liquid accelerator.
所述无碱液体速凝剂按重量份包括以下组分:The non-alkali liquid quick-setting agent comprises the following components by weight:
硫酸铝45%~55%;Aluminum sulfate 45% to 55%;
活性氢氧化铝5%~10%;Activated aluminum hydroxide 5% to 10%;
氟化盐5%~10%;Fluoride salt 5% to 10%;
醇胺1.5%~4%;Alcoholamine 1.5%~4%;
聚丙烯酰胺0.5%~1%;Polyacrylamide 0.5% ~ 1%;
有机减水剂1%~3%;Organic water reducer 1% to 3%;
稳定剂0.8%~1%;Stabilizer 0.8% ~ 1%;
水25%~35%。Water 25%~35%.
本申请实施例所提供的无碱液体速凝剂中,所述氟化盐选自氟化钠、氟化钾、氟化镁中的一种或多种。氟化盐中的氟离子和硫酸根离子与钙离子反应,消耗大量的钙离子,C3S(硅酸三钙)表面水解形成的富硅层难以形成双电子层,且生成的C-S-H(水化硅酸钙)的C/S(钙硅比Ca/Si)值较小,水分能不断透过C-S-H向C3S扩散,使C3S的诱导期消失,从而促进C3S的水化。同时,由于上述反应释放的大量水化热,又促进水泥中各组分的水化反应,形成大量硅酸钙凝胶,从而提高速凝剂促凝效果。In the non-alkali liquid quick-setting agent provided in the embodiment of the present application, the fluoride salt is selected from one or more of sodium fluoride, potassium fluoride, and magnesium fluoride. Fluoride ions and sulfate ions in fluoride salts react with calcium ions, consume a large amount of calcium ions, and the silicon-rich layer formed by the surface hydrolysis of C 3 S (tricalcium silicate) is difficult to form a double electron layer, and the generated CSH (water Calcium silicate) has a small C/S (calcium-silicon ratio Ca/Si) value, and water can continuously diffuse through CSH to C 3 S, so that the induction period of C 3 S disappears, thereby promoting the hydration of C 3 S . At the same time, due to the large amount of heat of hydration released by the above reaction, the hydration reaction of each component in the cement is promoted to form a large amount of calcium silicate gel, thereby improving the setting accelerator effect of the accelerator.
此外,本申请实施例所提供的无碱液体速凝剂中,掺入活性氢氧化铝,能一定程度的提高速凝剂的促凝效果,活性氢氧化铝在溶液中,容易将铝离子释放出来。但活性氢氧化铝的掺量超过一定的掺量后,对促凝效果提高不明显,对速凝剂的速凝效果减弱。In addition, the non-alkali liquid quick-setting agent provided by the embodiment of the present application is mixed with activated aluminum hydroxide, which can improve the setting accelerator effect of the quick-setting agent to a certain extent, and the activated aluminum hydroxide is in the solution, which can easily release aluminum ions come out. However, when the dosage of activated aluminum hydroxide exceeds a certain dosage, the effect of accelerating the setting is not significantly improved, and the effect of accelerating the setting of the accelerator is weakened.
如果单纯的替换为活性氢氧化铝,由于掺量到达一定量后,对速凝剂的促凝效果减弱。因此,加入氟化盐组分,溶液中的氟离子能进一步促进活性氢氧化铝和硫酸铝的溶解,通过与硫酸铝和活性氢氧化铝的协同作用,其协同效应能有效提高速凝剂的速凝效果,降低速凝剂掺量(3~5%),缩短凝结时间(初凝时间能控制在2min左右,终凝时间6min以内),有利于喷射混凝土的施工,不容易坍落,可以提高一次喷层厚度,提高施工效率,显著增强速凝剂的效果。If it is simply replaced with activated aluminum hydroxide, the effect of accelerating the setting agent on the accelerator will be weakened after the dosage reaches a certain amount. Therefore, adding fluoride salt components, the fluoride ions in the solution can further promote the dissolution of active aluminum hydroxide and aluminum sulfate, and through the synergistic effect with aluminum sulfate and active aluminum hydroxide, the synergistic effect can effectively improve the quick-setting agent. Accelerated setting effect, reducing the amount of accelerator (3-5%), shortening the setting time (the initial setting time can be controlled at about 2 minutes, and the final setting time is within 6 minutes), which is beneficial to the construction of shotcrete, and it is not easy to slump. Increase the thickness of the first spray layer, improve the construction efficiency, and significantly enhance the effect of the accelerator.
本申请实施例所提供的无碱液体速凝剂中,所述醇胺包括三乙醇胺,所述三乙醇胺的重量份为0.5%~1%,所述醇胺包括二乙醇胺所述二乙醇胺的重量份为1%~3%。其中,三乙醇胺的早强作用是促进C3A(3CaO·Al2O3)的水化,加快形成了钙矾石。三乙醇胺分子中有一对未共用电子,易与金属离子形成共价键,形成稳定的络合物,络合物在溶液中形成许多可溶区,提高了水化产物的扩散速率,缩短了水泥水化过程中的潜伏期,从而提高早期强度。In the non-alkali liquid quick-setting agent provided in the embodiment of the present application, the alcohol amine includes triethanolamine, and the weight portion of the triethanolamine is 0.5% to 1%, and the alcohol amine includes diethanolamine. The weight of the diethanolamine The portion is 1% to 3%. Among them, the early strength effect of triethanolamine is to promote the hydration of C 3 A (3CaO·Al 2 O 3 ), and accelerate the formation of ettringite. There is a pair of unshared electrons in the triethanolamine molecule, which is easy to form covalent bonds with metal ions to form a stable complex. The complex forms many soluble regions in the solution, which improves the diffusion rate of hydration products and shortens the cement Incubation period in the hydration process, thus improving early strength.
本申请实施例所提供的无碱液体速凝剂中,所述有机减水剂为聚乙二醇型缩聚物。聚乙二醇型缩聚物为一种有机减水组分,能稳定存在,活性氢氧化铝和聚乙二醇型缩聚物的加入能提高速凝剂中铝离子的含量,能有效提高混凝土的早期强度和后期强度,后期强度几乎无损失,甚至有一定程度的提高,从而显著提高该液体速凝剂对喷射混凝土的强度性能。试验了几种其他的减水剂,如密胺型减水剂,聚羧酸型减水剂、萘系高效减水剂等,掺入后起不到相应作用,或者在溶液中不能稳定存在。In the non-alkali liquid quick-setting agent provided in the examples of the present application, the organic water reducer is polyethylene glycol polycondensate. Polyethylene glycol polycondensate is an organic water-reducing component, which can exist stably. The addition of activated aluminum hydroxide and polyethylene glycol polycondensate can increase the content of aluminum ions in the accelerator, and can effectively improve the concrete Early strength and late strength, the latter strength is almost not lost, and even increased to a certain extent, thus significantly improving the strength performance of the liquid accelerator for shotcrete. Several other water-reducers were tested, such as melamine-type water-reducers, polycarboxylate-type water-reducers, naphthalene-based high-efficiency water-reducers, etc., but they did not have corresponding effects after being mixed in, or could not exist stably in the solution. .
本申请实施例所提供的无碱液体速凝剂中,所述稳定剂为水合硅酸镁。针对加入活性氢氧化铝和聚乙二醇型缩聚物的液体减水剂,如果用其他稳定剂来代替水合硅酸镁,不能使液体速凝剂达到较为理想的效果。In the non-alkali liquid quick-setting agent provided in the embodiment of the present application, the stabilizer is hydrated magnesium silicate. For the liquid water reducing agent added with active aluminum hydroxide and polyethylene glycol polycondensate, if other stabilizers are used instead of hydrated magnesium silicate, the liquid accelerator cannot achieve a more ideal effect.
本申请实施例第二方面提供一种早高强复合无碱液体速凝剂的制备方法,包括以下步骤:The second aspect of the embodiment of the present application provides a method for preparing an early high-strength composite alkali-free liquid accelerator, comprising the following steps:
①首先称取一定量的水,在常温下将氟化钠加入水中,快速搅拌10~30min,然后加入二乙醇胺,继续搅拌10~20min,得到氟化钠溶液;① First weigh a certain amount of water, add sodium fluoride into the water at room temperature, stir rapidly for 10-30 minutes, then add diethanolamine, and continue stirring for 10-20 minutes to obtain sodium fluoride solution;
②将氟化钠溶液加热至60~70℃时,分多次加入硫酸铝和活性氢氧化铝,以500~800rpm/min进行高速剪切搅拌,然后加入稳定剂,温度控制在70℃左右,搅拌时间为90~150min,初步得到无碱速凝剂母液;②When the sodium fluoride solution is heated to 60-70°C, add aluminum sulfate and activated aluminum hydroxide several times, perform high-speed shear stirring at 500-800rpm/min, then add stabilizer, and control the temperature at about 70°C. The stirring time is 90-150 minutes, and the mother liquor of the non-alkali quick-setting agent is initially obtained;
③对无碱速凝剂母液进行复配,加入三乙醇胺、聚丙烯酰胺和有机减水剂,温度控制在40~60℃,搅拌速度为300~500rpm/min,反应时间为60~90min,经过滤后即得到所述的早高强复合无碱液体速凝剂。③Compound the mother liquor of alkali-free quick-setting agent, add triethanolamine, polyacrylamide and organic water reducer, control the temperature at 40-60°C, stir at 300-500rpm/min, and react at 60-90min. After filtering, the described early-high-strength composite non-alkali liquid quick-setting agent can be obtained.
采用本申请实施例的早高强复合无碱液体速凝剂,有如下积极的效果:The early high-strength composite non-alkali liquid quick-setting agent of the embodiment of the application has the following positive effects:
1.促凝效果好。按照GB/T35159-2017《喷射混凝土用速凝剂》标准中要求,进行水泥净浆试验,该无碱液态速凝剂在较低掺量(水泥质量的3%~5%)下,初凝时间在2min左右,终凝时间在6min以内。1. Good coagulation promoting effect. In accordance with the requirements of GB/T35159-2017 "Accelerator for Shotcrete" standard, the cement paste test was carried out. The alkali-free liquid accelerator has an initial setting effect at a relatively low dosage (3% to 5% of the cement mass). The time is about 2 minutes, and the final setting time is within 6 minutes.
2.早期强度和后期强度高。按照GB/T35159-2017《喷射混凝土用速凝剂》标准中要求,进行水泥砂浆试验,测定1天强度为15MPa左右,28天抗压强度比达到甚至超过100%。2. High early strength and late strength. According to the requirements of GB/T35159-2017 "Accelerators for Shotcrete", the cement mortar test was carried out, and the strength was determined to be about 15MPa in 1 day, and the compressive strength ratio reached or exceeded 100% in 28 days.
3.稳定性好。该无碱液体速凝剂能保持溶液高浓度在65%以上,不产生沉淀和结晶。3. Good stability. The non-alkali liquid quick-setting agent can keep the high concentration of the solution above 65%, without precipitation and crystallization.
4.适应性好。该无碱液体速凝剂与不同产地不同品牌的水泥均有良好的适应性。4. Good adaptability. The alkali-free liquid accelerator has good adaptability to cements of different origins and brands.
5.施工过程中,能有效降低喷射混凝土的回弹量和粉尘量,有效提高支护效果、控制围岩变形。5. During the construction process, it can effectively reduce the amount of rebound and dust of shotcrete, effectively improve the support effect and control the deformation of surrounding rock.
以下通过特定的具体实例说明本发明的实施方式,本领域技术人员可由本说明书所揭露的内容轻易地了解本发明的其他优点与功效。本发明还可以通过另外不同的具体实施方式加以实施或应用,本说明书中的各项细节也可以基于不同观点与应用,在没有背离本发明的精神下进行各种修饰或改变。Embodiments of the present invention are described below through specific examples, and those skilled in the art can easily understand other advantages and effects of the present invention from the content disclosed in this specification. The present invention can also be implemented or applied through other different specific embodiments, and various modifications or changes can be made to the details in this specification based on different viewpoints and applications without departing from the spirit of the present invention.
在下述实施例中,所使用到的试剂、材料以及仪器如没有特殊的说明,均可商购获得。In the following examples, the reagents, materials and instruments used are commercially available unless otherwise specified.
实施例1Example 1
早高强复合无碱液体速凝剂各组分按质量百分比:硫酸铝50%,活性氢氧化铝10%,氟化钠8%,二乙醇胺2%,三乙醇胺1%,聚丙烯酰胺0.5%,有机减水剂2%,稳定剂0.8%,水25.7%。The components of the early high-strength composite alkali-free liquid quick-setting agent are based on mass percentage: 50% aluminum sulfate, 10% active aluminum hydroxide, 8% sodium fluoride, 2% diethanolamine, 1% triethanolamine, 0.5% polyacrylamide, Organic water reducer 2%, stabilizer 0.8%, water 25.7%.
早高强复合无碱液体速凝剂具体制备方法如下:The specific preparation method of early high-strength compound alkali-free liquid accelerator is as follows:
①首先称取25.7%的水,在常温下将氟化钠加入水中,快速搅拌20min,然后加入二乙醇胺,继续搅拌10min,得到氟化钠溶液;① First weigh 25.7% of water, add sodium fluoride to water at room temperature, stir rapidly for 20 minutes, then add diethanolamine, and continue stirring for 10 minutes to obtain sodium fluoride solution;
②将氟化钠溶液加热至60℃时,分多次加入硫酸铝和活性氢氧化铝,以600rpm/min进行高速剪切搅拌,然后加入稳定剂,温度控制在70℃,搅拌时间为120min,初步得到无碱速凝剂母液;②When the sodium fluoride solution is heated to 60°C, add aluminum sulfate and activated aluminum hydroxide several times, perform high-speed shear stirring at 600rpm/min, then add stabilizer, control the temperature at 70°C, and stir for 120min. Initially obtain the mother liquor of alkali-free accelerator;
③对无碱速凝剂母液进行复配,加入三乙醇胺、聚丙烯酰胺和有机减水剂,温度控制在40℃,搅拌速度为500rpm/min,反应时间为60min,经过滤后即得到所述的早高强复合无碱液体速凝剂。③Compound the mother liquor of alkali-free quick-setting agent, add triethanolamine, polyacrylamide and organic water reducer, control the temperature at 40°C, stir at 500rpm/min, and react for 60min. After filtration, the described Early high-strength composite non-alkali liquid accelerator.
实施例2Example 2
早高强复合无碱液体速凝剂各组分按质量百分比:硫酸铝45%,活性氢氧化铝10%,氟化钠10%,二乙醇胺1%,三乙醇胺1%,聚丙烯酰胺1%,有机减水剂2%,稳定剂1%,水29%。The components of Zaogao-strength composite alkali-free liquid accelerator are by mass percentage: 45% aluminum sulfate, 10% active aluminum hydroxide, 10% sodium fluoride, 1% diethanolamine, 1% triethanolamine, 1% polyacrylamide, Organic water reducer 2%, stabilizer 1%, water 29%.
早高强复合无碱液体速凝剂具体制备方法如下:The specific preparation method of early high-strength compound alkali-free liquid accelerator is as follows:
①首先称取29%的水,在常温下将氟化钠加入水中,快速搅拌30min,然后加入二乙醇胺,继续搅拌10min,得到氟化钠溶液;① First weigh 29% of water, add sodium fluoride into water at room temperature, stir rapidly for 30 minutes, then add diethanolamine, and continue stirring for 10 minutes to obtain sodium fluoride solution;
②将氟化钠溶液加热至60℃时,分多次加入硫酸铝和活性氢氧化铝,以800rpm/min进行高速剪切搅拌,然后加入稳定剂,温度控制在75℃,搅拌时间为150min,初步得到无碱速凝剂母液;②When the sodium fluoride solution is heated to 60°C, add aluminum sulfate and activated aluminum hydroxide several times, perform high-speed shear stirring at 800rpm/min, then add stabilizer, control the temperature at 75°C, and stir for 150min. Initially obtain the mother liquor of alkali-free accelerator;
③对无碱速凝剂母液进行复配,加入三乙醇胺、聚丙烯酰胺和有机减水剂,温度控制在50℃,搅拌速度为400rpm/min,反应时间为75min,经过滤后即得到所述的早高强复合无碱液体速凝剂。③Compound the mother liquor of alkali-free quick-setting agent, add triethanolamine, polyacrylamide and organic water reducer, control the temperature at 50°C, stir at 400rpm/min, and react for 75min. After filtration, the described Early high-strength composite non-alkali liquid accelerator.
实施例3Example 3
早高强复合无碱液体速凝剂各组分按质量百分比:硫酸铝55%,活性氢氧化铝5%,氟化钠5%,二乙醇胺2%,三乙醇胺1%,聚丙烯酰胺0.5%,有机减水剂1.5%,稳定剂0.8%,水29.2%。The components of the early high-strength composite alkali-free liquid quick-setting agent are based on mass percentage: 55% aluminum sulfate, 5% active aluminum hydroxide, 5% sodium fluoride, 2% diethanolamine, 1% triethanolamine, 0.5% polyacrylamide, Organic water reducer 1.5%, stabilizer 0.8%, water 29.2%.
早高强复合无碱液体速凝剂具体制备方法如下:The specific preparation method of early high-strength compound alkali-free liquid accelerator is as follows:
①首先称取29.2%的水,在常温下将氟化钠加入水中,快速搅拌15min,然后加入二乙醇胺,继续搅拌15min,得到氟化钠溶液;① First weigh 29.2% water, add sodium fluoride to the water at room temperature, stir rapidly for 15 minutes, then add diethanolamine, and continue stirring for 15 minutes to obtain sodium fluoride solution;
②将氟化钠溶液加热至65℃时,分多次加入硫酸铝和活性氢氧化铝,以600rpm/min进行高速剪切搅拌,然后加入稳定剂,温度控制在70℃,搅拌时间为120min,初步得到无碱速凝剂母液;②When the sodium fluoride solution is heated to 65°C, add aluminum sulfate and activated aluminum hydroxide several times, perform high-speed shear stirring at 600rpm/min, then add stabilizer, control the temperature at 70°C, and stir for 120min. Initially obtain the mother liquor of alkali-free accelerator;
③对无碱速凝剂母液进行复配,加入三乙醇胺、聚丙烯酰胺和有机减水剂,温度控制在45℃,搅拌速度为400rpm/min,反应时间为80min,经过滤后即得到所述的早高强复合无碱液体速凝剂。③Compound the mother liquor of alkali-free quick-setting agent, add triethanolamine, polyacrylamide and organic water reducer, control the temperature at 45°C, stir at 400rpm/min, and react for 80min. After filtering, the described Early high-strength composite non-alkali liquid accelerator.
实施例4Example 4
早高强复合无碱液体速凝剂各组分按质量百分比:硫酸铝45%,活性氢氧化铝8%,氟化钠7%,二乙醇胺1.5%,三乙醇胺1%,聚丙烯酰胺1%,有机减水剂3%,稳定剂0.8%,水32.7%。The components of Zaogao-strength composite alkali-free liquid quick-setting agent are by mass percentage: 45% aluminum sulfate, 8% active aluminum hydroxide, 7% sodium fluoride, 1.5% diethanolamine, 1% triethanolamine, 1% polyacrylamide, Organic water reducer 3%, stabilizer 0.8%, water 32.7%.
早高强复合无碱液体速凝剂具体制备方法如下:The specific preparation method of early high-strength compound alkali-free liquid accelerator is as follows:
①首先称取32.7%的水,在常温下将氟化钠加入水中,快速搅拌15min,然后加入二乙醇胺,继续搅拌15min,得到氟化钠溶液;① First weigh 32.7% of water, add sodium fluoride into water at room temperature, stir rapidly for 15 minutes, then add diethanolamine, and continue stirring for 15 minutes to obtain sodium fluoride solution;
②将氟化钠溶液加热至65℃时,分多次加入硫酸铝和活性氢氧化铝,以600rpm/min进行高速剪切搅拌,然后加入稳定剂,温度控制在70℃,搅拌时间为120min,初步得到无碱速凝剂母液;②When the sodium fluoride solution is heated to 65°C, add aluminum sulfate and activated aluminum hydroxide several times, perform high-speed shear stirring at 600rpm/min, then add stabilizer, control the temperature at 70°C, and stir for 120min. Initially obtain the mother liquor of alkali-free accelerator;
③对无碱速凝剂母液进行复配,加入三乙醇胺、聚丙烯酰胺和有机减水剂,温度控制在45℃,搅拌速度为400rpm/min,反应时间为80min,经过滤后即得到所述的早高强复合无碱液体速凝剂。③Compound the mother liquor of alkali-free quick-setting agent, add triethanolamine, polyacrylamide and organic water reducer, control the temperature at 45°C, stir at 400rpm/min, and react for 80min. After filtering, the described Early high-strength composite non-alkali liquid accelerator.
实施例5Example 5
早高强复合无碱液体速凝剂各组分按质量百分比:硫酸铝50%,活性氢氧化铝5%,氟化钠7%,二乙醇胺2%,三乙醇胺0.5%,聚丙烯酰胺0.5%,有机减水剂2.5%,稳定剂1%,水31.5%。The components of the early high-strength composite alkali-free liquid quick-setting agent are based on mass percentage: 50% aluminum sulfate, 5% active aluminum hydroxide, 7% sodium fluoride, 2% diethanolamine, 0.5% triethanolamine, 0.5% polyacrylamide, Organic water reducer 2.5%, stabilizer 1%, water 31.5%.
早高强复合无碱液体速凝剂具体制备方法如下:The specific preparation method of early high-strength compound alkali-free liquid accelerator is as follows:
①首先称取31.5%的水,在常温下将氟化钠加入水中,快速搅拌15min,然后加入二乙醇胺,继续搅拌10min,得到氟化钠溶液;① First weigh 31.5% of water, add sodium fluoride into the water at room temperature, stir rapidly for 15 minutes, then add diethanolamine, and continue stirring for 10 minutes to obtain sodium fluoride solution;
②将氟化钠溶液加热至60℃时,分多次加入硫酸铝和活性氢氧化铝,以500rpm/min进行高速剪切搅拌,然后加入稳定剂,温度控制在70℃,搅拌时间为150min,初步得到无碱速凝剂母液;②When the sodium fluoride solution is heated to 60°C, add aluminum sulfate and activated aluminum hydroxide several times, perform high-speed shear stirring at 500rpm/min, then add stabilizer, control the temperature at 70°C, and stir for 150min. Initially obtain the mother liquor of alkali-free accelerator;
③对无碱速凝剂母液进行复配,加入三乙醇胺、聚丙烯酰胺和有机减水剂,温度控制在45℃,搅拌速度为300rpm/min,反应时间为90min,经过滤后即得到所述的早高强复合无碱液体速凝剂。③Compound the mother liquor of alkali-free quick-setting agent, add triethanolamine, polyacrylamide and organic water reducer, control the temperature at 45°C, stir at 300rpm/min, and react for 90min. After filtration, the described Early high-strength composite non-alkali liquid accelerator.
对比例6Comparative example 6
速凝剂配比为:硫酸铝55%,氢氧化铝5%,二乙醇胺2%,三乙醇胺0.5%,聚丙烯酰胺0.5%,稳定剂1%,水36%。The proportion of accelerator is: 55% of aluminum sulfate, 5% of aluminum hydroxide, 2% of diethanolamine, 0.5% of triethanolamine, 0.5% of polyacrylamide, 1% of stabilizer, and 36% of water.
对比例7Comparative example 7
速凝剂配比为:硫酸铝55%,氟化钠8%,二乙醇胺1%,三乙醇胺0.5%,聚丙烯酰胺0.5%,稳定剂1%,水34%。The proportion of accelerator is: 55% of aluminum sulfate, 8% of sodium fluoride, 1% of diethanolamine, 0.5% of triethanolamine, 0.5% of polyacrylamide, 1% of stabilizer, and 34% of water.
对比例8Comparative example 8
市售无碱液体速凝剂:巴斯夫浩珂矿业化学(中国)有限公司,无碱液体速凝剂,美固SA160,经试验得到,掺量在6%~10%,初凝时间3min作用,终凝时间10min左右,28天强度保有率为87%。Commercially available non-alkali liquid accelerator: BASF Haoke Mining Chemical (China) Co., Ltd., non-alkali liquid accelerator, Meigu SA160, obtained through experiments, the dosage is 6% to 10%, the initial setting time is 3 minutes, the final setting time is about 10 minutes, and the 28-day strength retention rate is 87%.
本发明经试验和试用,均取得了满意的技术效果,有效试验资料如下:The present invention has all obtained satisfactory technical effect through test and probation, and effective test data is as follows:
按照GB/T35159-2017《喷射混凝土用速凝剂》的要求进行水泥净浆凝结时间和水泥砂浆抗压强度的试验。其中,液态速凝剂的掺量根据水泥重量的百分比计算,所用液态速凝剂为实施例1~5制备的产品,6~7是对比例速凝剂,8为市售无碱液体速凝剂。According to the requirements of GB/T35159-2017 "Accelerators for Shotcrete", the test of the setting time of the cement paste and the compressive strength of the cement mortar was carried out. Wherein, the dosage of the liquid quick-setting agent is calculated according to the percentage of cement weight, and the liquid quick-setting agent used is the product prepared in Examples 1 to 5, 6 to 7 are comparative quick-setting agents, and 8 is a commercially available alkali-free liquid quick-setting agent. agent.
水泥净浆凝结时间测定:Determination of setting time of cement slurry:
水泥400gCement 400g
水140g(应减去液体速凝剂中含水量)140g of water (the water content in the liquid accelerator should be subtracted)
水泥砂浆抗压强度测定:Determination of compressive strength of cement mortar:
水泥900gCement 900g
标准砂1350gStandard sand 1350g
水450g450g of water
试验结果如表1所示:The test results are shown in Table 1:
表1该无碱液体速凝剂应用效果The application effect of this alkali-free liquid quick-setting agent of table 1
由表1可知,该无碱液体速凝剂各项指标均满足GB/T35159-2017《喷射混凝土用速凝剂》规范中的要求,凝结时间快,且能有效提高砂浆早期强度,后期强度基本无损失。It can be seen from Table 1 that all the indicators of the alkali-free liquid accelerator meet the requirements of the GB/T35159-2017 "Accelerator for Shotcrete" specification, the setting time is fast, and it can effectively improve the early strength of mortar, and the later strength is basically no loss.
为了验证该无碱液体速凝剂对不同水泥的适应性,选择工程中5种比较常用的水泥,分别测定凝结时间和砂浆强度,试验结果如表2所示。速凝剂选择样品1,水泥分别为基准水泥、山水水泥、海螺水泥、狮头水泥和三峡水泥。In order to verify the adaptability of the alkali-free liquid accelerator to different cements, five kinds of cements commonly used in engineering were selected, and the setting time and mortar strength were measured respectively. The test results are shown in Table 2. Sample 1 is selected as the accelerator, and the cements are benchmark cement, Shanshui cement, conch cement, lion head cement and Three Gorges cement.
表2该速凝剂对不同水泥的应用效果Table 2 The application effect of the quick-setting agent on different cements
由表2可知,对于这5种水泥,该速凝剂均满足规范中的要求。经过计算,得到该无碱液体速凝剂对不同水泥的适应系数为0.3,小于标准值0.8,说明对该5种水泥适应性较好。由于这些水泥具有一定的代表性,且在现场工程中应用量比较大,由此可以看出,该速凝剂与不同水泥均有良好的适应性。It can be seen from Table 2 that, for these five types of cement, the quick-setting agent meets the requirements in the specification. After calculation, the adaptability coefficient of the alkali-free liquid accelerator to different cements is 0.3, which is less than the standard value of 0.8, indicating that the adaptability to the five kinds of cement is better. Since these cements are representative to a certain extent and are widely used in field engineering, it can be seen that the quick-setting agent has good adaptability to different cements.
表3对比例6、7、8速凝剂对不同水泥的应用效果Table 3 Comparative Examples 6, 7, 8 Accelerated Effects of Application Effects on Different Cement
表3中选择对比例6、7、8的液体速凝剂,均按照各自最佳掺量掺入到该5种不同的水泥中,由表中数据可得,一方面,采用对比例中的液体速凝剂,其掺量要大于本申请实施例的液体速凝剂掺量,并且其凝结时间比本申请实施例的凝结时间长,其砂浆强度比本申请实施例的砂浆强度低;另一方面,对比6速凝剂对不同水泥的适应系数为1.3,对比7速凝剂对不同水泥的适应系数为1.45,对比8速凝剂对不同水泥的适应系数为1.31,均大于标准值0.8。说明这几种速凝剂对不同种类的水泥适应性较差。The liquid quick-setting agents of Comparative Examples 6, 7, and 8 are selected in Table 3, and are all mixed into these 5 different cements according to their respective optimal dosages, which can be obtained from the data in the table. On the one hand, adopt the Liquid quick-setting agent, its dosage will be greater than the liquid quick-setting agent dosage of the embodiment of the application, and its setting time is longer than the setting time of the embodiment of the application, and its mortar strength is lower than the mortar strength of the embodiment of the application; On the one hand, the adaptability coefficient of contrast 6 accelerator to different cements is 1.3, the adaptability coefficient of contrast 7 accelerator to different cements is 1.45, and the adaptability coefficient of contrast 8 accelerator to different cements is 1.31, all of which are greater than the standard value of 0.8 . It shows that these accelerators have poor adaptability to different types of cement.
以上描述仅为本申请的较佳实施例以及对所运用技术原理的说明。本领域技术人员应当理解,本申请中所涉及的发明范围,并不限于上述技术特征的特定组合而成的技术方案,同时也应涵盖在不脱离所述发明构思的情况下,由上述技术特征或其等同特征进行任意组合而形成的其它技术方案。例如上述特征与本申请中公开的(但不限于)具有类似功能的技术特征进行互相替换而形成的技术方案。The above description is only a preferred embodiment of the present application and an illustration of the applied technical principle. Those skilled in the art should understand that the scope of the invention involved in this application is not limited to the technical solution formed by the specific combination of the above-mentioned technical features, but should also cover the technical solution formed by the above-mentioned technical features without departing from the inventive concept. Other technical solutions formed by any combination of or equivalent features thereof. For example, a technical solution formed by replacing the above-mentioned features with technical features with similar functions disclosed in this application (but not limited to).
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CN114735961B (en) * | 2022-02-23 | 2023-03-10 | 武汉源锦建材科技有限公司 | Solid-liquid dual-purpose alkali-free accelerator and preparation method and application thereof |
CN115872662A (en) * | 2022-06-16 | 2023-03-31 | 桂林理工大学 | Liquid alkali-free accelerator for sprayed concrete and preparation method thereof |
CN115872662B (en) * | 2022-06-16 | 2024-04-26 | 桂林理工大学 | Liquid alkali-free quick-setting agent for shotcrete and preparation method thereof |
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