CN108675672B - Concrete applied to alpine and high-altitude areas, air entraining agent and preparation method - Google Patents
Concrete applied to alpine and high-altitude areas, air entraining agent and preparation method Download PDFInfo
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- 239000004567 concrete Substances 0.000 title claims abstract description 76
- 238000002360 preparation method Methods 0.000 title claims abstract description 15
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 62
- 239000005062 Polybutadiene Substances 0.000 claims abstract description 34
- 229920002857 polybutadiene Polymers 0.000 claims abstract description 34
- 239000011347 resin Substances 0.000 claims abstract description 32
- 229920005989 resin Polymers 0.000 claims abstract description 32
- 229920002401 polyacrylamide Polymers 0.000 claims abstract description 31
- CDBYLPFSWZWCQE-UHFFFAOYSA-L Sodium Carbonate Chemical compound [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 claims abstract description 28
- 239000002994 raw material Substances 0.000 claims abstract description 18
- 150000008130 triterpenoid saponins Chemical class 0.000 claims abstract description 15
- 229910000029 sodium carbonate Inorganic materials 0.000 claims abstract description 14
- 239000007788 liquid Substances 0.000 claims abstract description 6
- 239000000243 solution Substances 0.000 claims description 30
- QTBSBXVTEAMEQO-UHFFFAOYSA-N Acetic acid Chemical compound CC(O)=O QTBSBXVTEAMEQO-UHFFFAOYSA-N 0.000 claims description 24
- CSCPPACGZOOCGX-UHFFFAOYSA-N Acetone Chemical compound CC(C)=O CSCPPACGZOOCGX-UHFFFAOYSA-N 0.000 claims description 24
- LFQSCWFLJHTTHZ-UHFFFAOYSA-N Ethanol Chemical compound CCO LFQSCWFLJHTTHZ-UHFFFAOYSA-N 0.000 claims description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 21
- 238000006243 chemical reaction Methods 0.000 claims description 20
- 239000011259 mixed solution Substances 0.000 claims description 16
- 239000000203 mixture Substances 0.000 claims description 16
- 238000002156 mixing Methods 0.000 claims description 10
- 238000006116 polymerization reaction Methods 0.000 claims description 10
- RSWGJHLUYNHPMX-UHFFFAOYSA-N Abietic-Saeure Natural products C12CCC(C(C)C)=CC2=CCC2C1(C)CCCC2(C)C(O)=O RSWGJHLUYNHPMX-UHFFFAOYSA-N 0.000 claims description 9
- KHPCPRHQVVSZAH-HUOMCSJISA-N Rosin Natural products O(C/C=C/c1ccccc1)[C@H]1[C@H](O)[C@@H](O)[C@@H](O)[C@@H](CO)O1 KHPCPRHQVVSZAH-HUOMCSJISA-N 0.000 claims description 9
- KHPCPRHQVVSZAH-UHFFFAOYSA-N trans-cinnamyl beta-D-glucopyranoside Natural products OC1C(O)C(O)C(CO)OC1OCC=CC1=CC=CC=C1 KHPCPRHQVVSZAH-UHFFFAOYSA-N 0.000 claims description 9
- NLHHRLWOUZZQLW-UHFFFAOYSA-N Acrylonitrile Chemical compound C=CC#N NLHHRLWOUZZQLW-UHFFFAOYSA-N 0.000 claims description 8
- KAKZBPTYRLMSJV-UHFFFAOYSA-N Butadiene Chemical group C=CC=C KAKZBPTYRLMSJV-UHFFFAOYSA-N 0.000 claims description 8
- MHAJPDPJQMAIIY-UHFFFAOYSA-N Hydrogen peroxide Chemical compound OO MHAJPDPJQMAIIY-UHFFFAOYSA-N 0.000 claims description 8
- CDQSJQSWAWPGKG-UHFFFAOYSA-N butane-1,1-diol Chemical compound CCCC(O)O CDQSJQSWAWPGKG-UHFFFAOYSA-N 0.000 claims description 8
- 238000010438 heat treatment Methods 0.000 claims description 8
- 229920005610 lignin Polymers 0.000 claims description 8
- 239000000843 powder Substances 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 7
- 239000003638 chemical reducing agent Substances 0.000 claims description 5
- 239000004576 sand Substances 0.000 claims description 5
- 239000004575 stone Substances 0.000 claims description 5
- 238000009835 boiling Methods 0.000 claims description 4
- 239000004568 cement Substances 0.000 claims description 4
- 238000004140 cleaning Methods 0.000 claims description 4
- 239000003999 initiator Substances 0.000 claims description 4
- 238000003756 stirring Methods 0.000 claims description 4
- 241000931143 Gleditsia sinensis Species 0.000 claims 14
- 239000003377 acid catalyst Substances 0.000 claims 2
- 238000012644 addition polymerization Methods 0.000 claims 2
- 238000001914 filtration Methods 0.000 claims 2
- 230000001678 irradiating effect Effects 0.000 claims 2
- 230000000379 polymerizing effect Effects 0.000 claims 2
- USHAGKDGDHPEEY-UHFFFAOYSA-L potassium persulfate Chemical compound [K+].[K+].[O-]S(=O)(=O)OOS([O-])(=O)=O USHAGKDGDHPEEY-UHFFFAOYSA-L 0.000 claims 2
- 238000005086 pumping Methods 0.000 claims 2
- 238000005303 weighing Methods 0.000 claims 2
- 229930182493 triterpene saponin Natural products 0.000 abstract description 13
- 239000011148 porous material Substances 0.000 abstract description 4
- 230000015572 biosynthetic process Effects 0.000 abstract description 2
- 239000003570 air Substances 0.000 description 15
- 241000220479 Acacia Species 0.000 description 13
- 235000010643 Leucaena leucocephala Nutrition 0.000 description 12
- 230000000694 effects Effects 0.000 description 4
- ZLMJMSJWJFRBEC-UHFFFAOYSA-N Potassium Chemical compound [K] ZLMJMSJWJFRBEC-UHFFFAOYSA-N 0.000 description 2
- 230000002378 acidificating effect Effects 0.000 description 2
- 239000012080 ambient air Substances 0.000 description 2
- 239000003054 catalyst Substances 0.000 description 2
- 230000001066 destructive effect Effects 0.000 description 2
- 238000007710 freezing Methods 0.000 description 2
- 230000008014 freezing Effects 0.000 description 2
- 229920000831 ionic polymer Polymers 0.000 description 2
- 239000003607 modifier Substances 0.000 description 2
- 229910052700 potassium Inorganic materials 0.000 description 2
- 239000011591 potassium Substances 0.000 description 2
- 230000035484 reaction time Effects 0.000 description 2
- 235000019738 Limestone Nutrition 0.000 description 1
- 239000004721 Polyphenylene oxide Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000013078 crystal Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000003651 drinking water Substances 0.000 description 1
- 235000020188 drinking water Nutrition 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000011056 performance test Methods 0.000 description 1
- 229920000570 polyether Polymers 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 238000010257 thawing Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000000844 transformation Methods 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
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2103/00—Function or property of ingredients for mortars, concrete or artificial stone
- C04B2103/30—Water reducers, plasticisers, air-entrainers, flow improvers
- C04B2103/304—Air-entrainers
-
- 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
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/76—Use at unusual temperatures, e.g. sub-zero
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Compositions Of Macromolecular Compounds (AREA)
- Addition Polymer Or Copolymer, Post-Treatments, Or Chemical Modifications (AREA)
- Macromonomer-Based Addition Polymer (AREA)
Abstract
本发明提供了一种应用于高寒高海拔地区的混凝土、引气剂及制备方法,由以下原料制成:三萜皂甙溶液为92%~95%,改性聚丁二烯树脂为1.8%~2.8%,改性聚丙烯酰胺为0.7%~0.95%,碳酸钠为2.5%~4.25%,原料的重量份数之和为100%。本发明的引气剂与常规三萜皂甙引气剂相比,本发明的引气剂加入了水溶性树脂改性聚丁二烯树脂和水溶性离子聚合物改性聚丙烯酰胺。由于三萜皂甙本身具有的糖链具有较强的亲水性可以与改性聚丙烯酰胺结合,提高气泡壁的强度,有稳泡和减小气泡孔径的功能增加气泡膜粘度和强度作用,保证气泡形成后的液膜具有足够的连续性和弹性。The invention provides a concrete, an air-entraining agent and a preparation method applied in high cold and high altitude areas, which are prepared from the following raw materials: triterpene saponin solution is 92% to 95%, and modified polybutadiene resin is 1.8% to 95%. 2.8%, modified polyacrylamide is 0.7% to 0.95%, sodium carbonate is 2.5% to 4.25%, and the sum of the parts by weight of the raw materials is 100%. Compared with the conventional triterpene saponin air-entraining agent, the air-entraining agent of the present invention is added with water-soluble resin-modified polybutadiene resin and water-soluble ionic polymer-modified polyacrylamide. Because the sugar chain of triterpenoid saponin itself has strong hydrophilicity, it can be combined with modified polyacrylamide, improve the strength of the bubble wall, stabilize the bubble and reduce the pore size of the bubble, increase the viscosity and strength of the bubble film, ensure The liquid film after bubble formation has sufficient continuity and elasticity.
Description
技术领域technical field
本发明建筑材料领域,涉及混凝土引气剂,具体涉及一种应用于高寒高海拔地区的混凝土、引气剂及制备方法。The invention relates to the field of building materials in the field of concrete air-entraining agents, in particular to a concrete, an air-entraining agent and a preparation method for use in high-cold and high-altitude areas.
背景技术Background technique
引气剂能使混凝土在搅拌过程中产生大量均匀、稳定、封闭的微气泡,改善混凝土的施工和易性,并在混凝土硬化后仍然能保留微气泡,其主要作用是能提高混凝土的抗渗性、抗冻性、抗盐冻剥蚀性与耐久性。Air-entraining agent can make concrete generate a large number of uniform, stable and closed micro-bubbles during the mixing process, improve the workability of concrete, and can still retain micro-bubbles after concrete is hardened. Its main function is to improve the impermeability of concrete. properties, frost resistance, salt frost denudation resistance and durability.
高寒高海拔气候条件下,昼夜温差大、气压低,混凝土的冻融破坏相比于其他地区更为严重,通过掺入引气剂在混凝土中引入微小封闭的气泡是改善混凝土抗冻性能的常用措施。但是在低气压条件下,新拌混凝土的含气量会随着环境气压呈线性降低,当环境气压降低至50kPa时,混凝土含气量将会降低40%左右。同时,低气压条件下新拌硬化混凝土气孔结构参数整体要劣于常压条件且其气泡稳定性也较差。进而导致普通引气剂在高寒高海拔条件下引气能力显著下降,新拌混凝土的含气量达不到使用要求,而且还存在大气泡、消泡时间短、气泡稳定性差诸多问题。Under the alpine and high-altitude climate conditions, the temperature difference between day and night is large and the air pressure is low, and the freeze-thaw damage of concrete is more serious than that in other areas. The introduction of tiny closed air bubbles into concrete by adding air-entraining agent is a common method to improve the frost resistance of concrete. measure. However, under the condition of low air pressure, the air content of the fresh concrete will decrease linearly with the ambient air pressure. When the ambient air pressure drops to 50kPa, the air content of the concrete will decrease by about 40%. At the same time, the pore structure parameters of fresh hardened concrete under low pressure conditions are generally inferior to those under normal pressure conditions, and its bubble stability is also poor. As a result, the air-entraining ability of ordinary air-entraining agents is significantly reduced under high cold and high-altitude conditions, and the air content of fresh concrete cannot meet the requirements for use, and there are many problems such as large bubbles, short defoaming time, and poor bubble stability.
发明内容SUMMARY OF THE INVENTION
针对现有技术中存在的不足,本发明的目的在于,提供一种应用于高寒高海拔地区的混凝土引气剂及其制备方法,解决现有技术中的引气剂无法适用高寒高海拔地区的技术问题。In view of the deficiencies in the prior art, the purpose of the present invention is to provide a concrete air-entraining agent applied in high-cold and high-altitude areas and a preparation method thereof, so as to solve the problem that the air-entraining agent in the prior art cannot be applied to high-cold and high-altitude areas. technical problem.
为了解决上述技术问题,本申请采用如下技术方案予以实现:In order to solve the above-mentioned technical problems, the application adopts the following technical solutions to realize:
一种应用于高寒高海拔地区的混凝土引气剂,包括以下原料制成:三萜皂甙溶液、水溶性树脂、水溶性离子聚合物和改性剂;A concrete air-entraining agent used in high-cold and high-altitude areas, comprising the following raw materials: triterpene saponin solution, water-soluble resin, water-soluble ionic polymer and modifier;
所述的水溶性树脂为改性聚丁二烯树脂;Described water-soluble resin is modified polybutadiene resin;
所述的水溶性离子聚合物为改性聚丙烯酰胺;The water-soluble ionic polymer is modified polyacrylamide;
所述的改性剂为碳酸钠。The modifier is sodium carbonate.
本发明还具有如下技术特征:The present invention also has the following technical features:
具体的,以重量份数计,由以下原料制成:三萜皂甙溶液为92%~95%,改性聚丁二烯树脂为1.8%~2.8%,改性聚丙烯酰胺为0.7%~0.95%,碳酸钠为2.5%~4.25%,原料的重量份数之和为100%。Specifically, in parts by weight, it is prepared from the following raw materials: triterpene saponin solution is 92% to 95%, modified polybutadiene resin is 1.8% to 2.8%, and modified polyacrylamide is 0.7% to 0.95% %, sodium carbonate is 2.5% to 4.25%, and the sum of the parts by weight of the raw materials is 100%.
优选的,以重量份数计,由以下原料制成:三萜皂甙溶液为93%,改性聚丁二烯树脂为2.2%,改性聚丙烯酰胺为0.85%,碳酸钠为3.95%。Preferably, in parts by weight, it is prepared from the following raw materials: 93% of triterpenoid saponin solution, 2.2% of modified polybutadiene resin, 0.85% of modified polyacrylamide, and 3.95% of sodium carbonate.
具体的,所述的改性聚丁二烯树脂的数均分子量为1000~30000;所述的改性聚丙烯酰胺的数均分子量为10000~40000。Specifically, the number-average molecular weight of the modified polybutadiene resin is 1,000-30,000; the number-average molecular weight of the modified polyacrylamide is 10,000-40,000.
本发明还保护一种应用于高寒高海拔地区的混凝土引气剂的制备方法,该方法采用如上所述的应用于高寒高海拔地区的混凝土引气剂的配方,具体包括以下步骤:The present invention also protects a method for preparing a concrete air-entraining agent applied in high-cold and high-altitude areas, the method adopts the above-mentioned formula of the concrete air-entraining agent applied in high-cold and high-altitude areas, and specifically includes the following steps:
步骤一、制备三萜皂甙溶液的制备:Step 1, prepare the preparation of triterpene saponin solution:
称取皂荚,用清洗液去除表面污物,将洗净的皂荚置于太阳下暴晒3~5天,对晒干后的皂荚进行粉碎机粉碎处理,得到皂荚粉末;将皂荚粉末在乙醇与丙酮的混合物中在常温下提取2~4小时,过滤出残渣,制得三萜皂甙溶液;Weigh the acacia, remove the surface dirt with a cleaning solution, expose the washed acacia in the sun for 3 to 5 days, and pulverize the dried acacia with a pulverizer to obtain acacia powder; put the acacia powder in ethanol and acetone. The mixture was extracted at room temperature for 2 to 4 hours, and the residue was filtered to obtain a triterpenoid saponin solution;
所述的乙醇与丙酮的体积比为1:2;The volume ratio of described ethanol and acetone is 1:2;
所述的每1000g皂荚对应加入15~25kg乙醇与丙酮的混合物;Described every 1000g acacia correspondingly adds the mixture of 15~25kg ethanol and acetone;
步骤二、制备改性聚丁二烯树脂:Step 2, prepare modified polybutadiene resin:
先将丁二烯单体与酸性催化剂乙酸加入反应釜中进行加聚反应,加热时间为2~3小时,温度为200~300℃,得到聚丁二烯溶液,接着加入松香、过氧化氢和木质素,在150~200℃温度下加热1~2小时得到改性聚丁二烯树脂;First, the butadiene monomer and the acidic catalyst acetic acid are added to the reaction kettle for polyaddition reaction, the heating time is 2 to 3 hours, and the temperature is 200 to 300 ° C to obtain a polybutadiene solution, followed by adding rosin, hydrogen peroxide and Lignin, heated at a temperature of 150 to 200 ° C for 1 to 2 hours to obtain a modified polybutadiene resin;
以重量份数计:丁二烯单体为30份,乙酸为3~5份,松香为50~60份,木质素为8~10份。In parts by weight: 30 parts of butadiene monomer, 3 to 5 parts of acetic acid, 50 to 60 parts of rosin, and 8 to 10 parts of lignin.
步骤三、制备改性聚丙烯酰胺:Step 3. Preparation of modified polyacrylamide:
将丙烯腈、丁二醇和水加入聚合槽,并加入引发剂过硫化钾,通过灯光照射进行聚合反应。照射温度为75~100℃,反应时间为3~4小时,聚合生成改性聚丙烯酰胺;Add acrylonitrile, butanediol and water into the polymerization tank, and add the initiator potassium persulfide, and carry out the polymerization reaction by light irradiation. The irradiation temperature is 75-100°C, and the reaction time is 3-4 hours, and the modified polyacrylamide is formed by polymerization;
以重量份数计:丙烯腈为10,丁二醇为3~5,水为80~100。In parts by weight: acrylonitrile is 10, butanediol is 3-5, and water is 80-100.
步骤四、取三萜皂甙溶液与改性聚丁二烯树脂混合均匀后装入高压反应釜中,加热至1~2h,温度保持在95~100℃,再将反应釜内空气抽至压力为1~10Pa,真空脱除反应釜内空气和低沸组分,得到混合液A;Step 4: Mix the triterpenoid saponin solution and the modified polybutadiene resin uniformly, put it into the high pressure reaction kettle, heat it to 1 to 2 hours, keep the temperature at 95 to 100 ° C, and then pump the air in the reaction kettle to a pressure of 1~10Pa, vacuum removes air and low boiling components in the reaction kettle to obtain mixed solution A;
步骤五、向混合液A中加入改性聚丙烯酰胺,在40~50℃恒温水浴下,搅拌20~30min,得到混合液B;Step 5. Add modified polyacrylamide to mixed solution A, and stir for 20 to 30 min in a constant temperature water bath at 40 to 50°C to obtain mixed solution B;
步骤六、在常温常压下向混合液B中添加碳酸钠混合15~35min,制得混凝土引气剂。Step 6: Add sodium carbonate to the mixed solution B under normal temperature and pressure for 15-35 minutes to prepare a concrete air-entraining agent.
本发明还保护一种应用于高寒高海拔地区的混凝土,以重量份数计,包括混凝土主体和引气剂,所述的引气剂的添加量为混凝土主体的0.01%;The present invention also protects a concrete for use in high-cold and high-altitude areas, which, in parts by weight, includes a concrete main body and an air-entraining agent, and the added amount of the air-entraining agent is 0.01% of the concrete main body;
具体的,所述的引气剂采用如上所述的应用于高寒高海拔地区的混凝土引气剂。Specifically, the air-entraining agent is the concrete air-entraining agent used in the high-cold and high-altitude areas as described above.
具体的,所述的混凝土主体,以重量份数计,由以下原料组成:水泥为360份,水为160份,砂为725份,碎石为1135份,减水剂为2.16份。Specifically, the concrete main body, in parts by weight, is composed of the following raw materials: 360 parts of cement, 160 parts of water, 725 parts of sand, 1135 parts of crushed stone, and 2.16 parts of water reducer.
本发明与现有技术相比,有益的技术效果是:Compared with the prior art, the present invention has the following beneficial technical effects:
(Ⅰ)本发明的引气剂能够降低溶液表面张力、产生封闭且独立的微小气泡、稳泡时间长、发泡倍数高、间距小,在高寒高海拔条件下具有良好工作性能。(I) The air-entraining agent of the present invention can reduce the surface tension of the solution, generate closed and independent micro-bubbles, have long foam stabilization time, high foaming multiples, small spacing, and have good working performance under high cold and high altitude conditions.
(Ⅱ)本发明的引气剂与常规三萜皂甙引气剂相比,本发明的引气剂加入了水溶性树脂改性聚丁二烯树脂和水溶性离子聚合物改性聚丙烯酰胺。由于三萜皂甙本身具有的糖链具有较强的亲水性可以与改性聚丙烯酰胺结合,提高气泡壁的强度,有稳泡和减小气泡孔径的功能增加气泡膜粘度和强度作用,保证气泡形成后的液膜具有足够的连续性和弹性。改性聚丁二烯树脂的加入可以与三萜皂甙中的苷元结合,从而可以明显降低液体表面张力,从而可以保证该引气剂能够产生足量的气泡。(II) Compared with the conventional triterpene saponin air-entraining agent, the air-entraining agent of the present invention contains water-soluble resin-modified polybutadiene resin and water-soluble ionic polymer-modified polyacrylamide. Because the sugar chain of triterpenoid saponin itself has strong hydrophilicity, it can be combined with modified polyacrylamide, improve the strength of the bubble wall, stabilize the bubble and reduce the pore size of the bubble, increase the viscosity and strength of the bubble film, ensure The liquid film after bubble formation has sufficient continuity and elasticity. The addition of the modified polybutadiene resin can combine with the aglycones in the triterpene saponins, so that the surface tension of the liquid can be significantly reduced, thereby ensuring that the air-entraining agent can generate a sufficient amount of air bubbles.
(Ⅲ)本发明的引气剂引入的微小气泡能切断毛细管通路,降低毛细管作用,从而提高混凝土的抗渗性。这些微气孔在冰冻过程中能释放毛细管内的冰晶膨胀压力,从而避免生成破坏压力,减少和防止冻融的破坏作用,提高混凝土在高寒高海拔条件下工作时的抗冻性和耐久性。(III) The micro-bubbles introduced by the air-entraining agent of the present invention can cut off the capillary passage and reduce the capillary action, thereby improving the impermeability of concrete. These micro-pores can release the ice crystal expansion pressure in the capillary during the freezing process, thereby avoiding the generation of destructive pressure, reducing and preventing the destructive effect of freezing and thawing, and improving the frost resistance and durability of concrete when working in high-cold and high-altitude conditions.
(Ⅴ)本发明的引气剂以天然植物皂荚为主要原材料,材料获取成本较低,制备工艺较传统制备方法简单。(V) The air-entraining agent of the present invention uses natural plant acacia as the main raw material, the material acquisition cost is lower, and the preparation process is simpler than the traditional preparation method.
以下结合实施例对本发明的具体内容作进一步详细解释说明。The specific content of the present invention will be further explained in detail below in conjunction with the embodiments.
具体实施方式Detailed ways
以下给出本发明的具体实施例,需要说明的是本发明并不局限于以下具体实施例,凡在本申请技术方案基础上做的等同变换均落入本发明的保护范围。Specific embodiments of the present invention are given below. It should be noted that the present invention is not limited to the following specific embodiments, and all equivalent transformations made on the basis of the technical solutions of the present application fall into the protection scope of the present invention.
实施例1:Example 1:
本实施例给出一种应用于高寒高海拔地区的混凝土引气剂,以重量份数计,由以下原料制成:三萜皂甙溶液为93%,改性聚丁二烯树脂为2.2%,改性聚丙烯酰胺为0.85%,碳酸钠为3.95%。The present embodiment provides a concrete air-entraining agent applied in high cold and high altitude areas, which is made of the following raw materials in parts by weight: triterpene saponin solution is 93%, modified polybutadiene resin is 2.2%, Modified polyacrylamide is 0.85% and sodium carbonate is 3.95%.
改性聚丁二烯树脂的数均分子量为1000~30000;改性聚丙烯酰胺的数均分子量为10000~40000。The number average molecular weight of the modified polybutadiene resin is 1,000-30,000; the number-average molecular weight of the modified polyacrylamide is 10,000-40,000.
本实施例的应用于高寒高海拔地区的混凝土引气剂的制备方法包括以下步骤:The preparation method of the concrete air-entraining agent applied to the high-cold and high-altitude area of the present embodiment comprises the following steps:
步骤一、制备三萜皂甙溶液的制备:Step 1, prepare the preparation of triterpene saponin solution:
称取皂荚,用清洗液去除表面污物,将洗净的皂荚置于太阳下暴晒3~5天,对晒干后的皂荚进行粉碎机粉碎处理,得到皂荚粉末;将皂荚粉末在乙醇与丙酮的混合物中在常温下提取2~4小时,过滤出残渣,制得三萜皂甙溶液;Weigh the acacia, remove the surface dirt with a cleaning solution, expose the washed acacia in the sun for 3 to 5 days, and pulverize the dried acacia with a pulverizer to obtain acacia powder; put the acacia powder in ethanol and acetone. The mixture was extracted at room temperature for 2 to 4 hours, and the residue was filtered to obtain a triterpenoid saponin solution;
所述的乙醇与丙酮的体积比为1:2;The volume ratio of described ethanol and acetone is 1:2;
所述的每1000g皂荚对应加入15~25kg乙醇与丙酮的混合物;Described every 1000g acacia correspondingly adds the mixture of 15~25kg ethanol and acetone;
步骤二、制备改性聚丁二烯树脂:Step 2, prepare modified polybutadiene resin:
先将丁二烯单体与酸性催化剂乙酸加入反应釜中进行加聚反应,加热时间为2~3小时,温度为200~300℃,得到聚丁二烯溶液,接着加入松香、过氧化氢和木质素,在150~200℃温度下加热1~2小时得到改性聚丁二烯树脂;First, the butadiene monomer and the acidic catalyst acetic acid are added to the reaction kettle for polyaddition reaction, the heating time is 2 to 3 hours, and the temperature is 200 to 300 ° C to obtain a polybutadiene solution, followed by adding rosin, hydrogen peroxide and Lignin, heated at a temperature of 150 to 200 ° C for 1 to 2 hours to obtain a modified polybutadiene resin;
以重量份数计:丁二烯单体为30份,乙酸为3~5份,松香为50~60份,木质素为8~10份。In parts by weight: 30 parts of butadiene monomer, 3 to 5 parts of acetic acid, 50 to 60 parts of rosin, and 8 to 10 parts of lignin.
步骤三、制备改性聚丙烯酰胺:Step 3. Preparation of modified polyacrylamide:
将丙烯腈、丁二醇和水加入聚合槽,并加入引发剂过硫化钾,通过灯光照射进行聚合反应。照射温度为75~100℃,反应时间为3~4小时,聚合生成改性聚丙烯酰胺;Add acrylonitrile, butanediol and water into the polymerization tank, and add the initiator potassium persulfide, and carry out the polymerization reaction by light irradiation. The irradiation temperature is 75-100°C, and the reaction time is 3-4 hours, and the modified polyacrylamide is formed by polymerization;
以重量份数计:丙烯腈为10,丁二醇为3~5,水为80~100。In parts by weight: acrylonitrile is 10, butanediol is 3-5, and water is 80-100.
步骤四、取三萜皂甙溶液与改性聚丁二烯树脂混合均匀后装入高压反应釜中,加热至1~2h,温度保持在95~100℃,再将反应釜内空气抽至压力为1~10Pa,真空脱除反应釜内空气和低沸组分,得到混合液A;Step 4: Mix the triterpenoid saponin solution and the modified polybutadiene resin uniformly, put it into the high pressure reaction kettle, heat it to 1 to 2 hours, keep the temperature at 95 to 100 ° C, and then pump the air in the reaction kettle to a pressure of 1~10Pa, vacuum removes air and low boiling components in the reaction kettle to obtain mixed solution A;
步骤五、向混合液A中加入改性聚丙烯酰胺,在40~50℃恒温水浴下,搅拌20~30min,得到混合液B;Step 5. Add modified polyacrylamide to mixed solution A, and stir for 20 to 30 min in a constant temperature water bath at 40 to 50°C to obtain mixed solution B;
步骤六、在常温常压下向混合液B中添加碳酸钠混合15~35min,制得混凝土引气剂。Step 6: Add sodium carbonate to the mixed solution B under normal temperature and pressure for 15-35 minutes to prepare a concrete air-entraining agent.
本实施例制得的混凝土引气剂的应用效果参见应用例。For the application effect of the concrete air-entraining agent prepared in this example, please refer to the application example.
实施例2:Example 2:
本实施例给出一种应用于高寒高海拔地区的混凝土引气剂,以重量份数计,由以下原料制成:三萜皂甙溶液为92%~95%,改性聚丁二烯树脂为1.8%~2.8%,改性聚丙烯酰胺为0.7%~0.95%,碳酸钠为2.5%~4.5%,原料的重量份数之和为100%。The present embodiment provides a concrete air-entraining agent for use in high cold and high altitude areas, which is prepared by the following raw materials in parts by weight: the triterpene saponin solution is 92% to 95%, and the modified polybutadiene resin is 1.8% to 2.8%, 0.7% to 0.95% of modified polyacrylamide, 2.5% to 4.5% of sodium carbonate, and the sum of the parts by weight of the raw materials is 100%.
本实施例给出一种应用于高寒高海拔地区的混凝土引气剂,以重量份数计,由以下原料制成:三萜皂甙溶液为92%,改性聚丁二烯树脂为2.8%,改性聚丙烯酰胺为0.95%,碳酸钠为4.25%。The present embodiment provides a concrete air-entraining agent for use in high cold and high altitude areas, which is made of the following raw materials in parts by weight: triterpene saponin solution is 92%, modified polybutadiene resin is 2.8%, Modified polyacrylamide is 0.95% and sodium carbonate is 4.25%.
改性聚丁二烯树脂与实施例1相同。The modified polybutadiene resin was the same as in Example 1.
改性聚丙烯酰胺与实施例1相同。Modified polyacrylamide is the same as Example 1.
本实施例的制备方法与实施例1基本相同。The preparation method of this example is basically the same as that of Example 1.
本实施例制得的混凝土引气剂的应用效果与实施例1基本相同。The application effect of the concrete air-entraining agent prepared in this example is basically the same as that in Example 1.
实施例3:Example 3:
本实施例给出一种应用于高寒高海拔地区的混凝土引气剂,以重量份数计,由以下原料制成:三萜皂甙溶液为95%,改性聚丁二烯树脂为1.8%,改性聚丙烯酰胺为0.7%,碳酸钠为2.5%。The present embodiment provides a concrete air-entraining agent for use in high cold and high altitude areas, which is made of the following raw materials in parts by weight: triterpene saponin solution is 95%, modified polybutadiene resin is 1.8%, Modified polyacrylamide is 0.7% and sodium carbonate is 2.5%.
改性聚丁二烯树脂与实施例1相同。The modified polybutadiene resin was the same as in Example 1.
改性聚丙烯酰胺与实施例1相同。Modified polyacrylamide is the same as Example 1.
本实施例的制备方法与实施例1基本相同。The preparation method of this example is basically the same as that of Example 1.
本实施例制得的混凝土引气剂的应用效果与实施例1基本相同。The application effect of the concrete air-entraining agent prepared in this example is basically the same as that in Example 1.
实施例4:Example 4:
本实施例给出一种应用于高寒高海拔地区的混凝土,以重量份数计,包括混凝土主体和引气剂,所述的引气剂的添加量为混凝土主体的0.01%;The present embodiment provides a concrete for use in high-cold and high-altitude areas, which, in parts by weight, includes a concrete main body and an air-entraining agent, and the added amount of the air-entraining agent is 0.01% of the concrete main body;
所述的混凝土主体,以重量份数计,由以下原料组成:水泥为360份,水为160份,砂为725份,碎石为1135份,减水剂为2.16份。The concrete main body, in parts by weight, is composed of the following raw materials: 360 parts of cement, 160 parts of water, 725 parts of sand, 1135 parts of crushed stone, and 2.16 parts of water reducing agent.
其中:in:
引气剂采用实施例1中的应用于高寒高海拔地区的混凝土引气剂。The air-entraining agent used in Example 1 is the concrete air-entraining agent used in high-cold and high-altitude areas.
减水剂为本领域常规减水剂。The water reducing agent is a conventional water reducing agent in the field.
本实施例的混凝土采用常规混凝土的制备方法制备即可。The concrete of this embodiment can be prepared by the preparation method of conventional concrete.
本实施例的混凝土性能测试结果参见应用例。See the application example for the concrete performance test results of this embodiment.
应用例:Application example:
本次试验中选用的水泥为P.O 42.5;砂子为中砂,细度模数2.6,含泥质量1.1%;石子为粒径5~20mm的石灰岩碎石,含泥质量分数0.7%;水为普通饮用水。混凝土搅拌均在低气压模拟箱中完成,气压设置为50kpa。The cement selected in this test is P.O 42.5; the sand is medium sand, the fineness modulus is 2.6, and the mud content is 1.1%; the stone is limestone crushed stone with a particle size of 5-20mm, and the mud content is 0.7%; the water is ordinary drinking water. Concrete mixing was completed in a low-pressure simulation box, and the air pressure was set to 50kpa.
以重量份数计,混凝土配比如下表1所示。In parts by weight, the concrete proportions are shown in Table 1 below.
表1混凝土配合比Table 1 Concrete mix ratio
对照组1:采用上述配合比不添加引气剂的混凝土;Control group 1: Concrete without air-entraining agent added in the above mix ratio;
对照组2:采用上述配合比添加0.01%松香热聚物引气剂的混凝土;Control group 2: concrete with 0.01% rosin thermopolymer air-entraining agent added in the above mixing ratio;
对照组3:采用上述配合比添加0.01%聚醚类引气剂的混凝土;Control group 3: concrete with 0.01% polyether air-entraining agent added in the above mixing ratio;
对照组4:采用上述配合比添加0.01%常规三萜皂甙引气剂的混凝土;Control group 4: concrete with 0.01% conventional triterpene saponin air-entraining agent added in the above mixing ratio;
应用例:采用上述配合比添加0.01%本发明实施例1的高寒高海拔引气剂的混凝土。Application example: the concrete with 0.01% of the high-cold and high-altitude air-entraining agent of Example 1 of the present invention added in the above mixing ratio.
对上述实验中的新拌混凝土进行含气量测试和300次冻融循环试验,测量动弹模量与质量损失具体试验方法参照《混凝土试验规程》,结果见下表2。The air content test and 300 freeze-thaw cycle tests were carried out on the fresh concrete in the above experiments, and the specific test methods for measuring the dynamic elastic modulus and mass loss refer to the "Concrete Test Regulations", and the results are shown in Table 2 below.
表2试验结果Table 2 Test results
由表2可以看出,在试验箱模拟的低气压条件下,对照组添加高寒高海拔地区的引气剂的混凝土的含气量相对于添加其他种类引气剂的混凝土有明显的的提升,说明高寒高海拔引气剂在低压条件下具有良好的引气能力。进行冻融循环试验结果发现,前三组没添加或者添加其他引气剂的混凝土经历300次冻融循环后相对动弹性模量下降到60%左右,质量损失接近5%,说明混凝土内部结构已经遭到破坏。对照4中虽然相对动弹性模量与质量损失略好于前三组,但是动弹性模量下降到80%左右,质量损失接近2%,说明对照组4的混凝土结构也受到了较为明显的破坏。而添加了高寒高海拔引气剂的混凝土经历冻融循环300次动弹性模量与质量都损失较小,相对动弹性模量可以保持在90%左右,质量损失在1%左右,混凝土功能基本没有遭到破坏,说明掺加高寒高海拔引气剂的混凝土的抗冻性也明显好于其他种类的引气剂。It can be seen from Table 2 that under the low pressure conditions simulated by the test chamber, the air content of the concrete added with air-entraining agents in high-cold and high-altitude areas in the control group is significantly higher than that with other types of air-entraining agents. The high-cold and high-altitude air-entraining agent has good air-entraining ability under low pressure conditions. The results of the freeze-thaw cycle test showed that the relative dynamic elastic modulus of the first three groups of concrete without adding or adding other air-entraining agents after 300 freeze-thaw cycles dropped to about 60%, and the mass loss was close to 5%, indicating that the internal structure of the concrete has been been destroyed. Although the relative dynamic elastic modulus and mass loss in control 4 are slightly better than those in the first three groups, the dynamic elastic modulus drops to about 80%, and the mass loss is close to 2%, indicating that the concrete structure of control group 4 has also suffered obvious damage. . However, the concrete added with high-altitude and high-altitude air-entraining agent undergoes 300 freeze-thaw cycles, and the loss of dynamic elastic modulus and quality is small, the relative dynamic elastic modulus can be maintained at about 90%, and the mass loss is about 1%. It was not damaged, indicating that the frost resistance of concrete mixed with high-cold and high-altitude air-entraining agent is also significantly better than that of other types of air-entraining agents.
综上所述,本发明制备的应用于高寒高海拔地区的液体引气剂能够产生大量均匀稳定的气泡,改善混凝土的内部结构,从而提高混凝土的耐久性与使用寿命,具有重大的经济效益和战略意义。To sum up, the liquid air-entraining agent prepared by the present invention and applied in high-cold and high-altitude areas can generate a large number of uniform and stable air bubbles, improve the internal structure of concrete, thereby improving the durability and service life of concrete, and has significant economic benefits and advantages. strategic significance.
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