CN117024025A - Alkali-free liquid accelerator and preparation method thereof - Google Patents
Alkali-free liquid accelerator and preparation method thereof Download PDFInfo
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- 239000007788 liquid Substances 0.000 title claims abstract description 31
- 238000002360 preparation method Methods 0.000 title claims description 6
- -1 fluoride ions Chemical class 0.000 claims abstract description 29
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 25
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 15
- WNROFYMDJYEPJX-UHFFFAOYSA-K aluminium hydroxide Chemical compound [OH-].[OH-].[OH-].[Al+3] WNROFYMDJYEPJX-UHFFFAOYSA-K 0.000 claims abstract description 14
- LFHXPRTYXDXTDD-UHFFFAOYSA-H bis(2,2-dioxo-1,3,2,4-dioxathialumetan-4-yl) sulfate octahydrate Chemical group O.O.O.O.O.O.O.O.[Al+3].[Al+3].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O LFHXPRTYXDXTDD-UHFFFAOYSA-H 0.000 claims abstract description 14
- IRPGOXJVTQTAAN-UHFFFAOYSA-N 2,2,3,3,3-pentafluoropropanal Chemical compound FC(F)(F)C(F)(F)C=O IRPGOXJVTQTAAN-UHFFFAOYSA-N 0.000 claims abstract description 13
- KLZUFWVZNOTSEM-UHFFFAOYSA-K Aluminum fluoride Inorganic materials F[Al](F)F KLZUFWVZNOTSEM-UHFFFAOYSA-K 0.000 claims abstract description 13
- YCKRFDGAMUMZLT-UHFFFAOYSA-N Fluorine atom Chemical compound [F] YCKRFDGAMUMZLT-UHFFFAOYSA-N 0.000 claims abstract description 9
- 239000011737 fluorine Substances 0.000 claims abstract description 9
- 229910052731 fluorine Inorganic materials 0.000 claims abstract description 9
- 239000000701 coagulant Substances 0.000 claims abstract description 3
- 230000015271 coagulation Effects 0.000 claims abstract description 3
- 238000005345 coagulation Methods 0.000 claims abstract description 3
- 238000003756 stirring Methods 0.000 claims description 29
- PUZPDOWCWNUUKD-UHFFFAOYSA-M sodium fluoride Chemical compound [F-].[Na+] PUZPDOWCWNUUKD-UHFFFAOYSA-M 0.000 claims description 22
- KRKNYBCHXYNGOX-UHFFFAOYSA-N citric acid Chemical compound OC(=O)CC(O)(C(O)=O)CC(O)=O KRKNYBCHXYNGOX-UHFFFAOYSA-N 0.000 claims description 21
- NBIIXXVUZAFLBC-UHFFFAOYSA-N Phosphoric acid Chemical compound OP(O)(O)=O NBIIXXVUZAFLBC-UHFFFAOYSA-N 0.000 claims description 20
- 239000011775 sodium fluoride Substances 0.000 claims description 11
- 235000013024 sodium fluoride Nutrition 0.000 claims description 11
- 229910000147 aluminium phosphate Inorganic materials 0.000 claims description 10
- MUBZPKHOEPUJKR-UHFFFAOYSA-N Oxalic acid Chemical compound OC(=O)C(O)=O MUBZPKHOEPUJKR-UHFFFAOYSA-N 0.000 claims description 9
- GSEJCLTVZPLZKY-UHFFFAOYSA-N Triethanolamine Chemical compound OCCN(CCO)CCO GSEJCLTVZPLZKY-UHFFFAOYSA-N 0.000 claims description 9
- JVTAAEKCZFNVCJ-UHFFFAOYSA-N lactic acid Chemical compound CC(O)C(O)=O JVTAAEKCZFNVCJ-UHFFFAOYSA-N 0.000 claims description 6
- HXKKHQJGJAFBHI-UHFFFAOYSA-N 1-aminopropan-2-ol Chemical compound CC(O)CN HXKKHQJGJAFBHI-UHFFFAOYSA-N 0.000 claims description 4
- FEWJPZIEWOKRBE-JCYAYHJZSA-N Dextrotartaric acid Chemical compound OC(=O)[C@H](O)[C@@H](O)C(O)=O FEWJPZIEWOKRBE-JCYAYHJZSA-N 0.000 claims description 3
- FEWJPZIEWOKRBE-UHFFFAOYSA-N Tartaric acid Natural products [H+].[H+].[O-]C(=O)C(O)C(O)C([O-])=O FEWJPZIEWOKRBE-UHFFFAOYSA-N 0.000 claims description 3
- 235000015165 citric acid Nutrition 0.000 claims description 3
- 239000004310 lactic acid Substances 0.000 claims description 3
- 235000014655 lactic acid Nutrition 0.000 claims description 3
- 235000006408 oxalic acid Nutrition 0.000 claims description 3
- 235000011007 phosphoric acid Nutrition 0.000 claims description 3
- 239000011975 tartaric acid Substances 0.000 claims description 3
- 235000002906 tartaric acid Nutrition 0.000 claims description 3
- SLINHMUFWFWBMU-UHFFFAOYSA-N Triisopropanolamine Chemical compound CC(O)CN(CC(C)O)CC(C)O SLINHMUFWFWBMU-UHFFFAOYSA-N 0.000 claims description 2
- ZBCBWPMODOFKDW-UHFFFAOYSA-N diethanolamine Chemical group OCCNCCO ZBCBWPMODOFKDW-UHFFFAOYSA-N 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 7
- 230000006698 induction Effects 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 15
- 229910052782 aluminium Inorganic materials 0.000 description 8
- 238000010438 heat treatment Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 8
- 239000003513 alkali Substances 0.000 description 5
- 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 description 5
- 230000008901 benefit Effects 0.000 description 5
- 239000011378 shotcrete Substances 0.000 description 5
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 4
- BHPQYMZQTOCNFJ-UHFFFAOYSA-N Calcium cation Chemical compound [Ca+2] BHPQYMZQTOCNFJ-UHFFFAOYSA-N 0.000 description 3
- 229910001424 calcium ion Inorganic materials 0.000 description 3
- 239000004568 cement Substances 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 239000000843 powder Substances 0.000 description 3
- 229910001415 sodium ion Inorganic materials 0.000 description 3
- 238000009833 condensation Methods 0.000 description 2
- 230000005494 condensation Effects 0.000 description 2
- 230000007423 decrease Effects 0.000 description 2
- 238000006703 hydration reaction Methods 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 239000011593 sulfur Substances 0.000 description 2
- 229910052717 sulfur Inorganic materials 0.000 description 2
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- KRHYYFGTRYWZRS-UHFFFAOYSA-M Fluoride anion Chemical compound [F-] KRHYYFGTRYWZRS-UHFFFAOYSA-M 0.000 description 1
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 1
- AZDRQVAHHNSJOQ-UHFFFAOYSA-N alumane Chemical class [AlH3] AZDRQVAHHNSJOQ-UHFFFAOYSA-N 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 150000001412 amines Chemical class 0.000 description 1
- 239000002585 base Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- FNAQSUUGMSOBHW-UHFFFAOYSA-H calcium citrate Chemical compound [Ca+2].[Ca+2].[Ca+2].[O-]C(=O)CC(O)(CC([O-])=O)C([O-])=O.[O-]C(=O)CC(O)(CC([O-])=O)C([O-])=O FNAQSUUGMSOBHW-UHFFFAOYSA-H 0.000 description 1
- 239000001354 calcium citrate Substances 0.000 description 1
- WUKWITHWXAAZEY-UHFFFAOYSA-L calcium difluoride Chemical compound [F-].[F-].[Ca+2] WUKWITHWXAAZEY-UHFFFAOYSA-L 0.000 description 1
- 229910001634 calcium fluoride Inorganic materials 0.000 description 1
- QXDMQSPYEZFLGF-UHFFFAOYSA-L calcium oxalate Chemical compound [Ca+2].[O-]C(=O)C([O-])=O QXDMQSPYEZFLGF-UHFFFAOYSA-L 0.000 description 1
- 239000001506 calcium phosphate Substances 0.000 description 1
- 229910000389 calcium phosphate Inorganic materials 0.000 description 1
- 235000011010 calcium phosphates Nutrition 0.000 description 1
- XFWJKVMFIVXPKK-UHFFFAOYSA-N calcium;oxido(oxo)alumane Chemical compound [Ca+2].[O-][Al]=O.[O-][Al]=O XFWJKVMFIVXPKK-UHFFFAOYSA-N 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 239000003638 chemical reducing agent Substances 0.000 description 1
- 239000000084 colloidal system Substances 0.000 description 1
- 230000000536 complexating effect Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 229910001653 ettringite Inorganic materials 0.000 description 1
- 229940104869 fluorosilicate Drugs 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
- 230000007062 hydrolysis Effects 0.000 description 1
- 238000006460 hydrolysis reaction Methods 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 230000009916 joint effect Effects 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000011777 magnesium Substances 0.000 description 1
- 229910052749 magnesium Inorganic materials 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 235000010755 mineral Nutrition 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 230000009257 reactivity Effects 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- RMAQACBXLXPBSY-UHFFFAOYSA-N silicic acid Chemical compound O[Si](O)(O)O RMAQACBXLXPBSY-UHFFFAOYSA-N 0.000 description 1
- 235000012239 silicon dioxide Nutrition 0.000 description 1
- 239000003381 stabilizer Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- QORWJWZARLRLPR-UHFFFAOYSA-H tricalcium bis(phosphate) Chemical compound [Ca+2].[Ca+2].[Ca+2].[O-]P([O-])([O-])=O.[O-]P([O-])([O-])=O QORWJWZARLRLPR-UHFFFAOYSA-H 0.000 description 1
- 235000013337 tricalcium citrate Nutrition 0.000 description 1
Classifications
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- 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
本发明公开了一种无碱液体速凝剂,以质量百分数计,包括如下组分,速凝组分一25%‑35%、速凝组分二4%‑7%、含氟促凝组分3%‑5%、早强组分1%‑5%、调节剂16%‑28%、其余为水,所述速凝组分一为十八水合硫酸铝,所述速凝组分二为氟化铝或氢氧化铝的一种或两种。本发明通过提高了氟离子与调节剂产量以缩小C3S的诱导期,极大地提高了速凝剂的促凝效果、早期强度及稳定性。The invention discloses an alkali-free liquid accelerating setting agent, which includes the following components in terms of mass percentage: accelerating setting component 25%-35%, accelerating setting component 4%-7%, and a fluorine-containing accelerating coagulation component The components are 3%-5%, early strength component 1%-5%, regulator 16%-28%, and the rest is water. The first quick-setting component is aluminum sulfate octahydrate, and the second quick-setting component It is one or both of aluminum fluoride or aluminum hydroxide. The present invention shortens the induction period of C3S by increasing the output of fluoride ions and regulators, and greatly improves the accelerating effect, early strength and stability of the accelerating coagulant.
Description
技术领域Technical field
本发明涉及混凝土外加剂技术领域,特别是一种无碱液体速凝剂及其制备方法。The invention relates to the technical field of concrete admixtures, in particular to an alkali-free liquid accelerator and its preparation method.
背景技术Background technique
喷射混凝土施工过程中速凝剂作为必不可少的化学外加剂,能够使混凝土在加水拌合后快速进行凝固硬化。根据速凝剂的性质和状态可以分为粉体和液体两种。液体速凝剂相对粉体速凝剂施工质量稳定,耐久性好,具有明显的性能优势。液体速凝剂按碱含量可分为高碱、低碱和无碱液体速凝剂,以硫酸铝型为代表的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高碱液体速凝剂成为液体速凝剂发展的方向。无碱速凝剂中硫酸铝成分含量远在40%以上,并配合含有氟化钠、有机胺及稳定剂等组分,如中国专利(201710101577 .5、201710811820.2),但是大量的硫酸根的引入会引起混凝土中二次钙矾石的生成,在混凝土内部形成膨胀应力,甚至导致混凝土开裂,大量钠离子的引入,与无碱液体速凝剂的研究方向相悖,在高腐蚀性的建筑工程中,要严格控制混凝土外加剂中各种钠离子与硫酸根离子的含量以延长使用寿命。In the construction process of shotcrete, accelerating setting agent is an essential chemical admixture, which can make the concrete solidify and harden quickly after adding water and mixing. According to the nature and state of the accelerating setting agent, it can be divided into two types: powder and liquid. Compared with powder accelerating setting agents, liquid accelerating setting agents have stable construction quality and good durability, and have obvious performance advantages. Liquid accelerators can be divided into high-alkali, low-alkali and alkali-free liquid accelerators according to alkali content. The alkali-free liquid accelerators represented by aluminum sulfate type are characterized by their high long-term strength retention rate, alkali-free, chlorine-free, The advantages of safety, environmental protection and high durability are gradually replacing high-alkali liquid accelerators as the development direction of liquid accelerators. The aluminum sulfate content in the alkali-free accelerator is far above 40%, and it contains components such as sodium fluoride, organic amines and stabilizers, such as Chinese patents (201710101577.5, 201710811820.2), but a large amount of sulfate radicals are introduced It will cause the formation of secondary ettringite in concrete, form expansion stress inside the concrete, and even cause concrete cracking. The introduction of a large amount of sodium ions is contrary to the research direction of alkali-free liquid accelerators. In highly corrosive construction projects , it is necessary to strictly control the contents of various sodium ions and sulfate ions in concrete admixtures to extend the service life.
发明内容Contents of the invention
本发明的目的在于克服现有无碱液体速凝剂中含有大量钠离子与硫酸根离子导致的混凝土腐蚀问题,提供一种低硫早强的无碱液体速凝剂。The purpose of the present invention is to overcome the concrete corrosion problem caused by the large amount of sodium ions and sulfate ions contained in the existing alkali-free liquid accelerator, and to provide a low-sulfur and early-strength alkali-free liquid accelerator.
本发明的目的之一在于提供一种无碱液体速凝剂,以质量百分数计,包括如下组分,速凝组分一25%-35%、速凝组分二4%-7%、含氟促凝组分3%-5%、早强组分1%-5%、调节剂16%-28%、其余为水,所述速凝组分一为十八水合硫酸铝,所述速凝组分二为氟化铝或氢氧化铝的一种或两种。One of the objects of the present invention is to provide an alkali-free liquid accelerating setting agent, which includes the following components in terms of mass percentage, accelerating setting component 25%-35%, accelerating setting component 2 4%-7%, The fluorine accelerating coagulation component is 3%-5%, the early strength component is 1%-5%, the regulator is 16%-28%, and the rest is water. The first quick-setting component is aluminum sulfate octahydrate, and the quick-setting component is aluminum sulfate octahydrate. The second condensation component is one or both of aluminum fluoride or aluminum hydroxide.
优选的,所述含氟促凝组分为氟化钠、氟硅酸钠、氟硅酸镁中的一种或多种任意比例混合。Preferably, the fluorine-containing coagulation-promoting component is one or more of sodium fluoride, sodium fluorosilicate, and magnesium fluorosilicate mixed in any proportion.
优选的,所述早强组分为二乙醇胺、三乙醇胺、三异丙醇胺、二乙醇单异丙醇胺中的一种或多种任意比例混合。Preferably, the early strength component is one or more of diethanolamine, triethanolamine, triisopropanolamine, and diethanolmonoisopropanolamine mixed in any proportion.
优选的,所述调节剂为草酸、乳酸、柠檬酸、磷酸、酒石酸的一种或多种任意比例混合。Preferably, the regulator is one or more of oxalic acid, lactic acid, citric acid, phosphoric acid, and tartaric acid mixed in any proportion.
本发明的目的之二在于提供一种无碱液体速凝剂的制备方法,包括如下步骤:The second object of the present invention is to provide a preparation method of alkali-free liquid accelerator, which includes the following steps:
1)在60℃条件下用水将含氟促凝组分溶解制成溶液A;1) Dissolve the fluorine-containing coagulant component with water at 60°C to prepare solution A;
2)将速凝组分一分次加入到溶液A;2) Add the quick-setting component to solution A in one portion;
3)在80℃的条件下使用调节剂将速凝组分二溶解制成溶液B;3) Use a regulator to dissolve the quick-setting component 2 at 80°C to make solution B;
4)将溶液B加入到溶液A中并搅拌4h;4) Add solution B to solution A and stir for 4 hours;
5)早强组分加入到溶液A中,搅拌30min,搅拌至冷却到室温。5) Add the early strength component to solution A, stir for 30 minutes, and stir until it cools to room temperature.
本发明具有以下优点:本发明仍然以硫酸铝作为主要速凝剂基料,原因在于硫酸铝可以与混凝土水化反应后生成水化铝酸钙、水化硫铝酸钙等产物,加快混凝土的凝聚,但是硫酸根离子的大量存在会对后续混凝土的强度产生影响,故减少硫酸根离子所占比例,同时使用氢氧化铝和氟化铝引入新的铝离子弥补硫酸铝减少导致的铝离子含量的不足的问题。The present invention has the following advantages: the present invention still uses aluminum sulfate as the main accelerator base material. The reason is that aluminum sulfate can react with the hydration of concrete to produce products such as hydrated calcium aluminate and hydrated calcium sulfoaluminate, which accelerates the setting of concrete. Condensation, but the presence of a large amount of sulfate ions will have an impact on the strength of subsequent concrete, so reduce the proportion of sulfate ions, and use aluminum hydroxide and aluminum fluoride to introduce new aluminum ions to compensate for the aluminum ion content caused by the reduction of aluminum sulfate. problem of deficiencies.
氟化铝除能够提供铝离子外,还能额外提供氟离子,同时含氟促凝组分中也能提供氟离子,两者协同作用使得氟离子能够大量存在,由于氟离子和铝离子超强的络合能力,其反应活性比铝离子高,加上其本身能够在反应过程中与钙离子结合生成氟化钙具有缩小C3S的诱导期的能力,两者共同作用改善了速凝时间;含氟促凝组分为氟硅酸盐,其能够水解产生硅酸胶体,能够提升混凝土早期强度。In addition to providing aluminum ions, aluminum fluoride can also provide additional fluoride ions. At the same time, the fluorine-containing accelerator component can also provide fluoride ions. The synergistic effect of the two allows fluoride ions to exist in large amounts. Since fluoride ions and aluminum ions are super strong Its complexing ability, its reactivity is higher than that of aluminum ions, and its ability to combine with calcium ions during the reaction process to form calcium fluoride has the ability to shorten the induction period of C 3 S. The two work together to improve the rapid setting time. ; The fluorine-containing accelerating component is fluorosilicate, which can be hydrolyzed to produce silicic acid colloid, which can improve the early strength of concrete.
早强组分中除具有能够增强混凝土早期的强度,还能够提高液体速凝剂的稳定性。In addition to enhancing the early strength of concrete, the early strength component can also improve the stability of the liquid accelerator.
调节剂为草酸、乳酸、柠檬酸、磷酸、酒石酸,组分之间可以替换,调节剂一方面与铝离子反应能够生成多种铝盐,能够在混凝土水合反应过程中与钙离子结合生成磷酸钙、柠檬酸钙、草酸钙等不溶物,加快钙离子的析出,配合氟离子的共同作用,能够极大地缩小混凝土的凝结时间,另一方面调节剂的存在能够调整无碱速凝剂的PH值,抑制铝离子的水解,降低速凝剂体系中的碱含量,增加速凝剂体系的稳定性。The regulators are oxalic acid, lactic acid, citric acid, phosphoric acid, and tartaric acid. The components can be replaced. On the one hand, the regulator can react with aluminum ions to generate a variety of aluminum salts, and can combine with calcium ions during the concrete hydration reaction to generate calcium phosphate. , calcium citrate, calcium oxalate and other insoluble matter, accelerate the precipitation of calcium ions, and cooperate with the joint action of fluoride ions, which can greatly shorten the setting time of concrete. On the other hand, the presence of the regulator can adjust the PH value of the alkali-free accelerator. , inhibit the hydrolysis of aluminum ions, reduce the alkali content in the accelerator system, and increase the stability of the accelerator system.
本发明的低硫无碱速凝剂完全符合《GB/T35159-2017喷射混凝土用速凝剂》的国家标准,极大地提高了无碱液体速凝剂的促凝效果,同时提高了喷射混凝土早期的强度,掺量低,各原料简单,生产工艺简单,经济性效益好。The low-sulfur alkali-free accelerator of the present invention fully complies with the national standard of "GB/T35159-2017 Accelerator for Shotcrete", greatly improves the accelerator effect of the alkali-free liquid accelerator, and at the same time improves the early stage of shotcrete. The strength is low, the raw materials are simple, the production process is simple, and the economic benefits are good.
具体实施方式Detailed ways
为使本发明实施方式的目的、技术方案和优点更加清楚,下面将对本发明实施方式中的技术方案进行清楚、完整地描述。In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below.
实施例1,一种无碱液体速凝剂的制备方法,以质量份数计,按如下步骤进行,在60℃条件下用30份水将氟化钠2份、氟硅酸镁1份溶解在烧瓶中制成溶液A,将十八水合硫酸铝25份分5次加入到溶液A,在80℃的条件下使用16份水将浓度为85%磷酸28份、氟化铝7份溶解制成溶液B,将溶液B加入到溶液A中并搅拌4h,将三乙醇胺3份加入到溶液A中,保温搅拌30min,关闭加热,搅拌至冷却到室温,即得。Example 1, a preparation method of alkali-free liquid accelerator, in terms of parts by mass, proceed as follows: dissolve 2 parts of sodium fluoride and 1 part of magnesium fluorosilicate with 30 parts of water at 60°C Prepare solution A in a flask. Add 25 parts of aluminum sulfate octahydrate to solution A in 5 portions. Dissolve 28 parts of 85% phosphoric acid and 7 parts of aluminum fluoride using 16 parts of water at 80°C. To form solution B, add solution B to solution A and stir for 4 hours. Add 3 parts of triethanolamine to solution A, keep stirring for 30 minutes, turn off the heating, and stir until it cools to room temperature.
实施例2,一种无碱液体速凝剂的制备方法,以质量份数计,按如下步骤进行,在60℃条件下用30份水将氟化钠2份、氟硅酸钠1份溶解在烧瓶中制成溶液A,将十八水合硫酸铝25份分5次加入到溶液A,在80℃的条件下使用16份水将浓度为85%磷酸28份、氢氧化铝7份溶解制成溶液B,将溶液B加入到溶液A中并搅拌4h,将三乙醇胺3份加入到溶液A中,保温搅拌30min,关闭加热,搅拌至冷却到室温,即得。Example 2, a method for preparing alkali-free liquid accelerator, in terms of parts by mass, proceed as follows: dissolve 2 parts of sodium fluoride and 1 part of sodium fluorosilicate with 30 parts of water at 60°C Prepare solution A in a flask, add 25 parts of aluminum sulfate octahydrate to solution A in 5 times, and use 16 parts of water to dissolve 28 parts of 85% phosphoric acid and 7 parts of aluminum hydroxide at 80°C. To form solution B, add solution B to solution A and stir for 4 hours. Add 3 parts of triethanolamine to solution A, keep stirring for 30 minutes, turn off the heating, and stir until it cools to room temperature.
实施例3,一种无碱液体速凝剂的制备方法,以质量份数计,按如下步骤进行,在60℃条件下用30份水将氟化钠2份、氟硅酸钠1份溶解在烧瓶中制成溶液A,将十八水合硫酸铝25份分5次加入到溶液A,在80℃的条件下使用19份水将浓度为85%磷酸16份、氢氧化铝4份溶解制成溶液B,将溶液B加入到溶液A中并搅拌4h,将三乙醇胺3份加入到溶液A中,保温搅拌30min,关闭加热,搅拌至冷却到室温,即得。Example 3, a method for preparing alkali-free liquid accelerator, in terms of parts by mass, proceed as follows: dissolve 2 parts of sodium fluoride and 1 part of sodium fluorosilicate with 30 parts of water at 60°C Prepare solution A in a flask. Add 25 parts of aluminum sulfate octahydrate to solution A in 5 portions. Dissolve 16 parts of 85% phosphoric acid and 4 parts of aluminum hydroxide using 19 parts of water at 80°C. To form solution B, add solution B to solution A and stir for 4 hours. Add 3 parts of triethanolamine to solution A, keep stirring for 30 minutes, turn off the heating, and stir until it cools to room temperature.
实施例4,一种无碱液体速凝剂的制备方法,以质量份数计,按如下步骤进行,在60℃条件下用30份水将氟化钠1份、氟硅酸镁2份溶解在烧瓶中制成溶液A,将十八水合硫酸铝30份分5次加入到溶液A,在80℃的条件下使用14份水将柠檬酸16份、氢氧化铝1份、氟化铝3份溶解制成溶液B,将溶液B加入到溶液A中并搅拌4h,将二乙醇单异丙醇胺3份加入到溶液A中,保温搅拌30min,关闭加热,搅拌至冷却到室温,即得。Example 4, a preparation method of alkali-free liquid accelerator, in terms of parts by mass, proceed as follows: dissolve 1 part of sodium fluoride and 2 parts of magnesium fluorosilicate with 30 parts of water at 60°C Prepare solution A in a flask. Add 30 parts of aluminum sulfate octahydrate to solution A in 5 portions. Add 16 parts of citric acid, 1 part of aluminum hydroxide, and 3 parts of aluminum fluoride using 14 parts of water at 80°C. Dissolve 3 parts of solution B to make solution B. Add solution B to solution A and stir for 4 hours. Add 3 parts of diethanol monoisopropanolamine to solution A. Keep stirring for 30 minutes. Turn off the heating and stir until it cools to room temperature. You get .
实施例5,一种无碱液体速凝剂的制备方法,以质量份数计,按如下步骤进行,在60℃条件下用30份水将氟硅酸镁2份、氟化钠3份溶解在烧瓶中制成溶液A,将十八水合硫酸铝30份分5次加入到溶液A,在80℃的条件下使用12份水将柠檬酸16份、氢氧化铝1份、氟化铝3份溶解制成溶液B,将溶液B加入到溶液A中并搅拌4h,将二乙醇单异丙醇胺3份加入到溶液A中,保温搅拌30min,关闭加热,搅拌至冷却到室温,即得。Example 5, a method for preparing an alkali-free liquid accelerator, in terms of parts by mass, proceed as follows: dissolve 2 parts of magnesium fluorosilicate and 3 parts of sodium fluoride with 30 parts of water at 60°C Prepare solution A in a flask. Add 30 parts of aluminum sulfate octahydrate to solution A in 5 portions. Add 16 parts of citric acid, 1 part of aluminum hydroxide, and 3 parts of aluminum fluoride using 12 parts of water at 80°C. Dissolve 3 parts of solution B to make solution B. Add solution B to solution A and stir for 4 hours. Add 3 parts of diethanol monoisopropanolamine to solution A. Keep stirring for 30 minutes. Turn off the heating and stir until it cools to room temperature. You get .
实施例6,一种无碱液体速凝剂的制备方法,以质量份数计,按如下步骤进行,在60℃条件下用30份水将氟化钠1份、氟硅酸镁1份、氟硅酸钠1份溶解在烧瓶中制成溶液A,将十八水合硫酸铝30份分5次加入到溶液A,在80℃的条件下使用26份水将柠檬酸16份、氢氧化铝2份、氟化铝2份溶解制成溶液B,将溶液B加入到溶液A中并搅拌4h,将三乙醇胺1份加入到溶液A中,保温搅拌30min,关闭加热,搅拌至冷却到室温,即得。Example 6, a method for preparing alkali-free liquid accelerator, in terms of parts by mass, proceed as follows: 1 part of sodium fluoride, 1 part of magnesium fluorosilicate, 1 part of magnesium fluorosilicate, 30 parts of water at 60°C Dissolve 1 part of sodium fluorosilicate in a flask to make solution A. Add 30 parts of aluminum sulfate octahydrate to solution A in 5 times. Add 16 parts of citric acid and aluminum hydroxide using 26 parts of water at 80°C. Dissolve 2 parts of aluminum fluoride and 2 parts of aluminum fluoride to make solution B. Add solution B to solution A and stir for 4 hours. Add 1 part of triethanolamine to solution A and keep stirring for 30 minutes. Turn off the heating and stir until it cools to room temperature. That’s it.
实施例7,一种无碱液体速凝剂的制备方法,以质量份数计,按如下步骤进行,在60℃条件下用30份水将氟硅酸镁5份溶解在烧瓶中制成溶液A,将十八水合硫酸铝35份分5次加入到溶液A,在80℃的条件下使用9份水将85%浓度的磷酸16份、氢氧化铝2份、氟化铝2份溶解制成溶液B,将溶液B加入到溶液A中并搅拌4h,将三乙醇胺1份加入到溶液A中,保温搅拌30min,关闭加热,搅拌至冷却到室温,即得。Example 7, a method for preparing an alkali-free liquid accelerator, in terms of parts by mass, proceed as follows. Dissolve 5 parts of magnesium fluorosilicate in a flask with 30 parts of water at 60°C to prepare a solution. A, add 35 parts of aluminum sulfate octahydrate into solution A in 5 times, and use 9 parts of water to dissolve 16 parts of 85% concentration phosphoric acid, 2 parts of aluminum hydroxide, and 2 parts of aluminum fluoride at 80°C. To form solution B, add solution B to solution A and stir for 4 hours. Add 1 part of triethanolamine to solution A, keep stirring for 30 minutes, turn off the heating, and stir until it cools to room temperature.
实施例8,一种无碱液体速凝剂的制备方法,以质量份数计,按如下步骤进行,在60℃条件下用30份水将氟化钠4份、氟硅酸镁1份溶解在烧瓶中制成溶液A,将十八水合硫酸铝35份分5次加入到溶液A,在80℃的条件下使用8份水将85%浓度磷酸16份、氢氧化铝2份、氟化铝2份溶解制成溶液B,将溶液B加入到溶液A中并搅拌4h,将三乙醇胺2份加入到溶液A中,保温搅拌30min,关闭加热,搅拌至冷却到室温,即得。Example 8, a method for preparing an alkali-free liquid accelerator, in terms of parts by mass, proceed as follows: dissolve 4 parts of sodium fluoride and 1 part of magnesium fluorosilicate with 30 parts of water at 60°C Prepare solution A in a flask, add 35 parts of aluminum sulfate octahydrate to solution A in 5 parts, and use 8 parts of water at 80°C to mix 16 parts of 85% concentration phosphoric acid, 2 parts of aluminum hydroxide, and fluorinated Dissolve 2 parts of aluminum to make solution B. Add solution B to solution A and stir for 4 hours. Add 2 parts of triethanolamine to solution A, keep stirring for 30 minutes, turn off the heating, and stir until it cools to room temperature.
将上述制得的速凝剂根据国家标准《GB/T35159-2017喷射混凝土用速凝剂》以速凝剂参量为6%,与水泥、矿粉减水剂、碎石、机制砂及水搅拌均匀,得到高强度混凝土,其中水泥使用孟电水泥,对各实施例中进行凝结时间及胶砂强度测试,测试结果汇总如下表,According to the national standard "GB/T35159-2017 Accelerated Setting Agent for Shotcrete", the accelerating setting agent prepared above is mixed with cement, mineral powder water reducing agent, gravel, machine-made sand and water with the accelerating setting agent parameter being 6%. Uniformly, high-strength concrete was obtained, in which Mengdian cement was used as cement. The setting time and mortar strength were tested in each embodiment. The test results are summarized in the following table:
由实施例1、实施例2可知,使用氟化铝或氢氧化铝替代部分十八水合硫酸铝后均能具有良好的促凝效果;由实施例2、实施例3可知,随着氢氧化铝、磷酸含量的减少,混凝土一天的强度也在减少;由实施例4、实施例5可知,随着氟离子含量的增加,促凝效果及强度也在增加;由实施例6、实施例7、实施例8可知,促凝组分含量的增加提高了速凝剂的促凝效果,单一氟硅酸镁没有多种组分混合的促凝效果好;总体可知本发明的无碱液体速凝剂具有良好的促凝效果,完全符合《GB/T35159-2017喷射混凝土用速凝剂》的国家标准。It can be seen from Example 1 and Example 2 that using aluminum fluoride or aluminum hydroxide to replace part of the aluminum sulfate octahydrate can have a good coagulation-promoting effect; it can be seen from Example 2 and Example 3 that with the use of aluminum hydroxide , the decrease in phosphoric acid content, the strength of concrete in one day also decreases; from Example 4 and Example 5, it can be seen that as the fluoride ion content increases, the accelerating effect and strength also increase; from Example 6, Example 7, It can be seen from Example 8 that the increase in the content of the coagulation-promoting component improves the coagulation-accelerating effect of the accelerator. A single magnesium fluorosilicate does not have as good a coagulation-accelerating effect as a mixture of multiple components. Overall, it can be seen that the alkali-free liquid accelerator of the present invention It has good setting accelerating effect and fully complies with the national standard of "GB/T35159-2017 Accelerating Setting Agent for Shotcrete".
尽管参照前述实施例对本发明进行了详细的说明,对于本领域的技术人员来说,其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换,凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。Although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still modify the technical solutions recorded in the foregoing embodiments, or make equivalent substitutions for some of the technical features. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention shall be included in the protection scope of the present invention.
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