CN102126849A - Dry mixed mortar - Google Patents
Dry mixed mortar Download PDFInfo
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- CN102126849A CN102126849A CN2011100715176A CN201110071517A CN102126849A CN 102126849 A CN102126849 A CN 102126849A CN 2011100715176 A CN2011100715176 A CN 2011100715176A CN 201110071517 A CN201110071517 A CN 201110071517A CN 102126849 A CN102126849 A CN 102126849A
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- slag
- sand
- mixed
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- 239000004570 mortar (masonry) Substances 0.000 title claims abstract description 77
- 239000002893 slag Substances 0.000 claims abstract description 80
- 239000004576 sand Substances 0.000 claims abstract description 72
- 239000000843 powder Substances 0.000 claims abstract description 56
- 229910001021 Ferroalloy Inorganic materials 0.000 claims abstract description 26
- 239000010881 fly ash Substances 0.000 claims abstract description 26
- 239000000203 mixture Substances 0.000 claims abstract description 25
- 230000004048 modification Effects 0.000 claims abstract description 16
- 238000012986 modification Methods 0.000 claims abstract description 16
- 239000007788 liquid Substances 0.000 claims abstract description 13
- HEMHJVSKTPXQMS-UHFFFAOYSA-M Sodium hydroxide Chemical compound [OH-].[Na+] HEMHJVSKTPXQMS-UHFFFAOYSA-M 0.000 claims description 9
- 239000007864 aqueous solution Substances 0.000 claims description 8
- 239000004816 latex Substances 0.000 claims description 7
- 229920000126 latex Polymers 0.000 claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 6
- 239000002245 particle Substances 0.000 claims description 5
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 claims description 3
- 239000002904 solvent Substances 0.000 claims description 3
- RTZKZFJDLAIYFH-UHFFFAOYSA-N Diethyl ether Chemical compound CCOCC RTZKZFJDLAIYFH-UHFFFAOYSA-N 0.000 claims 12
- 229920002678 cellulose Polymers 0.000 claims 6
- 239000001913 cellulose Substances 0.000 claims 6
- 239000003595 mist Substances 0.000 claims 6
- 239000003469 silicate cement Substances 0.000 claims 5
- 239000003818 cinder Substances 0.000 claims 3
- 235000019353 potassium silicate Nutrition 0.000 claims 1
- 229920003086 cellulose ether Polymers 0.000 abstract description 19
- 229910000831 Steel Inorganic materials 0.000 abstract description 16
- 239000010959 steel Substances 0.000 abstract description 16
- 239000011398 Portland cement Substances 0.000 abstract description 12
- 238000004519 manufacturing process Methods 0.000 abstract description 9
- 239000002994 raw material Substances 0.000 abstract description 7
- 239000002440 industrial waste Substances 0.000 abstract description 4
- 239000004566 building material Substances 0.000 abstract description 2
- 238000003912 environmental pollution Methods 0.000 abstract description 2
- 239000008187 granular material Substances 0.000 abstract 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 63
- 239000004568 cement Substances 0.000 description 24
- 239000000463 material Substances 0.000 description 10
- XEEYBQQBJWHFJM-UHFFFAOYSA-N iron Substances [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 239000002956 ash Substances 0.000 description 7
- 230000001965 increasing effect Effects 0.000 description 5
- 239000000243 solution Substances 0.000 description 5
- 229910018072 Al 2 O 3 Inorganic materials 0.000 description 4
- 229910004298 SiO 2 Inorganic materials 0.000 description 4
- 239000000292 calcium oxide Substances 0.000 description 4
- ODINCKMPIJJUCX-UHFFFAOYSA-N calcium oxide Inorganic materials [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 4
- 229910045601 alloy Inorganic materials 0.000 description 3
- 239000000956 alloy Substances 0.000 description 3
- 239000011575 calcium Substances 0.000 description 3
- JHLNERQLKQQLRZ-UHFFFAOYSA-N calcium silicate Chemical compound [Ca+2].[Ca+2].[O-][Si]([O-])([O-])[O-] JHLNERQLKQQLRZ-UHFFFAOYSA-N 0.000 description 3
- 229910052918 calcium silicate Inorganic materials 0.000 description 3
- 235000012241 calcium silicate Nutrition 0.000 description 3
- 239000004567 concrete Substances 0.000 description 3
- 229910052500 inorganic mineral Inorganic materials 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- 239000011707 mineral Substances 0.000 description 3
- VGGSQFUCUMXWEO-UHFFFAOYSA-N Ethene Chemical compound C=C VGGSQFUCUMXWEO-UHFFFAOYSA-N 0.000 description 2
- 239000005977 Ethylene Substances 0.000 description 2
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 2
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 2
- 239000006004 Quartz sand Substances 0.000 description 2
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 2
- 238000003723 Smelting Methods 0.000 description 2
- 239000004115 Sodium Silicate Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- ZFXVRMSLJDYJCH-UHFFFAOYSA-N calcium magnesium Chemical compound [Mg].[Ca] ZFXVRMSLJDYJCH-UHFFFAOYSA-N 0.000 description 2
- 239000000084 colloidal system Substances 0.000 description 2
- 229920001577 copolymer Polymers 0.000 description 2
- 229910000366 copper(II) sulfate Inorganic materials 0.000 description 2
- JZCCFEFSEZPSOG-UHFFFAOYSA-L copper(II) sulfate pentahydrate Chemical compound O.O.O.O.O.[Cu+2].[O-]S([O-])(=O)=O JZCCFEFSEZPSOG-UHFFFAOYSA-L 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000010433 feldspar Substances 0.000 description 2
- 239000011777 magnesium Substances 0.000 description 2
- 229910052749 magnesium Inorganic materials 0.000 description 2
- WPBNNNQJVZRUHP-UHFFFAOYSA-L manganese(2+);methyl n-[[2-(methoxycarbonylcarbamothioylamino)phenyl]carbamothioyl]carbamate;n-[2-(sulfidocarbothioylamino)ethyl]carbamodithioate Chemical compound [Mn+2].[S-]C(=S)NCCNC([S-])=S.COC(=O)NC(=S)NC1=CC=CC=C1NC(=S)NC(=O)OC WPBNNNQJVZRUHP-UHFFFAOYSA-L 0.000 description 2
- 239000011574 phosphorus Substances 0.000 description 2
- 229910052698 phosphorus Inorganic materials 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 239000010703 silicon Substances 0.000 description 2
- 229910052710 silicon Inorganic materials 0.000 description 2
- 229910052911 sodium silicate Inorganic materials 0.000 description 2
- 239000002910 solid waste Substances 0.000 description 2
- 210000004127 vitreous body Anatomy 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 229920002126 Acrylic acid copolymer Polymers 0.000 description 1
- 229910018516 Al—O Inorganic materials 0.000 description 1
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- UGFAIRIUMAVXCW-UHFFFAOYSA-N Carbon monoxide Chemical compound [O+]#[C-] UGFAIRIUMAVXCW-UHFFFAOYSA-N 0.000 description 1
- 235000008733 Citrus aurantifolia Nutrition 0.000 description 1
- 229910000604 Ferrochrome Inorganic materials 0.000 description 1
- 229910000616 Ferromanganese Inorganic materials 0.000 description 1
- 229910000519 Ferrosilicon Inorganic materials 0.000 description 1
- BPQQTUXANYXVAA-UHFFFAOYSA-N Orthosilicate Chemical compound [O-][Si]([O-])([O-])[O-] BPQQTUXANYXVAA-UHFFFAOYSA-N 0.000 description 1
- 239000004372 Polyvinyl alcohol Substances 0.000 description 1
- 229910018557 Si O Inorganic materials 0.000 description 1
- 229910010413 TiO 2 Inorganic materials 0.000 description 1
- 235000011941 Tilia x europaea Nutrition 0.000 description 1
- XTXRWKRVRITETP-UHFFFAOYSA-N Vinyl acetate Chemical compound CC(=O)OC=C XTXRWKRVRITETP-UHFFFAOYSA-N 0.000 description 1
- ULGYAEQHFNJYML-UHFFFAOYSA-N [AlH3].[Ca] Chemical compound [AlH3].[Ca] ULGYAEQHFNJYML-UHFFFAOYSA-N 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000000853 adhesive Substances 0.000 description 1
- 230000001070 adhesive effect Effects 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 150000004645 aluminates Chemical class 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 229910052661 anorthite Inorganic materials 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- BRPQOXSCLDDYGP-UHFFFAOYSA-N calcium oxide Chemical compound [O-2].[Ca+2] BRPQOXSCLDDYGP-UHFFFAOYSA-N 0.000 description 1
- JGIATAMCQXIDNZ-UHFFFAOYSA-N calcium sulfide Chemical compound [Ca]=S JGIATAMCQXIDNZ-UHFFFAOYSA-N 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
- 238000003763 carbonization Methods 0.000 description 1
- 239000003245 coal Substances 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 238000002485 combustion reaction Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- GWWPLLOVYSCJIO-UHFFFAOYSA-N dialuminum;calcium;disilicate Chemical compound [Al+3].[Al+3].[Ca+2].[O-][Si]([O-])([O-])[O-].[O-][Si]([O-])([O-])[O-] GWWPLLOVYSCJIO-UHFFFAOYSA-N 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
- 229920001971 elastomer Polymers 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000003546 flue gas Substances 0.000 description 1
- 229910052587 fluorapatite Inorganic materials 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000010438 granite Substances 0.000 description 1
- 239000010440 gypsum Substances 0.000 description 1
- 229910052602 gypsum Inorganic materials 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
- DALUDRGQOYMVLD-UHFFFAOYSA-N iron manganese Chemical compound [Mn].[Fe] DALUDRGQOYMVLD-UHFFFAOYSA-N 0.000 description 1
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N iron oxide Inorganic materials [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 description 1
- 239000004571 lime Substances 0.000 description 1
- CPLXHLVBOLITMK-UHFFFAOYSA-N magnesium oxide Inorganic materials [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 description 1
- 239000000395 magnesium oxide Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000002715 modification method Methods 0.000 description 1
- 239000003607 modifier Substances 0.000 description 1
- 239000010450 olivine Substances 0.000 description 1
- 229910052609 olivine Inorganic materials 0.000 description 1
- 239000002952 polymeric resin Substances 0.000 description 1
- 229920002451 polyvinyl alcohol Polymers 0.000 description 1
- 230000003334 potential effect Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 239000011026 pyroclastic rock Substances 0.000 description 1
- 238000007670 refining Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000012779 reinforcing material Substances 0.000 description 1
- LIVNPJMFVYWSIS-UHFFFAOYSA-N silicon monoxide Inorganic materials [Si-]#[O+] LIVNPJMFVYWSIS-UHFFFAOYSA-N 0.000 description 1
- 239000006104 solid solution Substances 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 238000005507 spraying Methods 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 238000009628 steelmaking Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 229910021534 tricalcium silicate Inorganic materials 0.000 description 1
- 235000019976 tricalcium silicate Nutrition 0.000 description 1
- 229910000859 α-Fe Inorganic materials 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
- 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
- C04B28/02—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 containing hydraulic cements other than calcium sulfates
- C04B28/04—Portland 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
- C04B20/00—Use of materials as fillers for mortars, concrete or artificial stone according to more than one of groups C04B14/00 - C04B18/00 and characterised by shape or grain distribution; Treatment of materials according to more than one of the groups C04B14/00 - C04B18/00 specially adapted to enhance their filling properties in mortars, concrete or artificial stone; Expanding or defibrillating materials
- C04B20/10—Coating or impregnating
- C04B20/1055—Coating or impregnating with inorganic materials
- C04B20/1077—Cements, e.g. waterglass
- C04B20/1085—Waterglass
-
- 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
- C04B40/06—Inhibiting the setting, e.g. mortars of the deferred action type containing water in breakable containers ; Inhibiting the action of active ingredients
- C04B40/0608—Dry ready-made mixtures, e.g. mortars at which only water or a water solution has to be added before use
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
本发明涉及建筑材料砂浆领域一种普通干混砂浆。用碱性改性液改性的铁合金炉渣人工砂作为原料,各原料的重量比为硅酸盐水泥:粗砂:中砂:细砂:粉煤灰或凝灰岩微粉或两者的混合物:矿渣粉或钢渣微粉或两者的混合物:纤维素醚=8~25:0~40:10~40:10~40:5~10:5~10:0.03。上述粉状或粒状物料按一定重量比称量,在干混砂浆生产线混合搅拌均匀后,可制成各种标号的干混砌筑砂浆、干混抹灰砂浆、干混地坪砂浆。本发明可实现工业废渣综合利用,解决农田占用、环境污染问题,达到建设资源节约型、环境友好型和实现可持续发展的国家经济发展目标。The invention relates to a common dry-mixed mortar in the field of building material mortar. Ferroalloy slag artificial sand modified by alkaline modification liquid is used as raw material, and the weight ratio of each raw material is Portland cement: coarse sand: medium sand: fine sand: fly ash or tuff fine powder or a mixture of both: slag powder Or steel slag powder or a mixture of the two: cellulose ether=8~25:0~40:10~40:10~40:5~10:5~10:0.03. The above-mentioned powdery or granular materials are weighed according to a certain weight ratio, and after they are evenly mixed in the dry-mixed mortar production line, they can be made into dry-mixed masonry mortar, dry-mixed plastering mortar, and dry-mixed floor mortar of various labels. The invention can realize the comprehensive utilization of industrial waste residues, solve the problems of farmland occupation and environmental pollution, and achieve the national economic development goals of building resource-saving, environment-friendly and realizing sustainable development.
Description
技术领域 technical field
本发明涉及建筑材料砂浆技术领域,特别涉及一种利用铁合金炉渣制备的干混砂浆。The invention relates to the technical field of building material mortar, in particular to a dry-mixed mortar prepared by using ferroalloy slag.
背景技术 Background technique
生产干混砂浆的主要原材料有:水泥、石灰、石膏、粉煤灰、矿渣微粉、砂子、外加剂等。目前干混砂浆中的集料主要采用天然砂,它是一种不可再生的地方性资源,随着国家基础设施建设的日益发展,在我国不少地区出现了天然砂资源逐步减少、甚至无天然砂的情况,因此由工业废渣制备的人工砂代替天然砂是生产干混砂浆的重要途径。The main raw materials for the production of dry-mixed mortar are: cement, lime, gypsum, fly ash, slag powder, sand, admixtures, etc. At present, the aggregates in dry-mixed mortar mainly use natural sand, which is a non-renewable local resource. With the increasing development of national infrastructure construction, natural sand resources have gradually decreased in many areas of our country, or even no natural sand resources. Therefore, artificial sand prepared from industrial waste residues instead of natural sand is an important way to produce dry-mixed mortar.
铁合金炉渣是冶炼铁合金时产生的工业废渣,根据生产铁合金的种类不同,铁合金炉渣可分为锰铁合金渣、硅铁合金渣、铬铁合金渣、不锈钢渣等。铁合金炉渣在空气中自然冷却或极少量水促其冷却形成容重和块度较大的石质物料,成灰色或灰黑色,类似于天然的玄武质或花岗质熔岩,内部有一定数量的孔径不一的气孔,硬度大、强度高。这种大块状的石质废渣在排放的过程中经过缓慢的冷却,形成相对稳定的结晶结构。其主要矿物为钙铝黄长石、镁黄长石、钙长石、硫化钙、硅酸二钙以及大量的玻璃体。除硅酸二钙及玻璃体具有缓慢水硬化性及潜在活性外,其他矿物常温下结构稳定、水硬性较差。铁合金炉渣的化学组成主要为:SiO2、Al2O3、CaO、MgO、Fe2O3,SiO2、Al2O3、CaO等成分。用碱激发玻璃相中的SiO2、Al2O3等成分,使Si-O、Al-O键发生断裂,产生硅酸根、铝酸根等离子,有利于与胶凝材料结合,缩短凝结时间,提高强度,因此铁合金炉渣是干混砂浆理想的集料。Ferroalloy slag is industrial waste slag produced during ferroalloy smelting. According to the different types of ferroalloy produced, ferroalloy slag can be divided into ferromanganese alloy slag, ferrosilicon alloy slag, ferrochromium alloy slag, stainless steel slag, etc. Ferroalloy slag is naturally cooled in the air or cooled by a small amount of water to form a stone material with large bulk density and blockiness, which is gray or gray black, similar to natural basaltic or granite lava, with a certain number of pores inside Different pores, high hardness and high strength. This large block of stoney waste slag is slowly cooled during discharge to form a relatively stable crystalline structure. Its main minerals are calcium aluminum feldspar, magnesian feldspar, anorthite, calcium sulfide, dicalcium silicate and a large amount of vitreous body. Except for dicalcium silicate and vitreous body which have slow hydraulic hardening and potential activity, other minerals have stable structure and poor hydraulic hardness at room temperature. The chemical composition of ferroalloy slag is mainly: SiO 2 , Al 2 O 3 , CaO, MgO, Fe 2 O 3 , SiO 2 , Al 2 O 3 , CaO and other components. Alkali is used to excite SiO 2 , Al 2 O 3 and other components in the glass phase to break the Si-O and Al-O bonds and generate silicate and aluminate plasma, which is beneficial to the combination with the cementitious material, shortens the setting time, and improves Strength, so ferroalloy slag is an ideal aggregate for dry-mixed mortar.
本申请人于2011年1月份申请的中国发明专利申请号为201110009379.9,名称为“一种人工砂的制备方法” 中所公开了铁合金炉渣人工砂的碱性改性液改性方法,将铁合金炉渣制成粒径为0.1~5mm的砂粒,砂粒经过碱性改性液改性、干燥制成人工砂。碱性改性液优选浓度为0.05~0.2wt%,其中溶质为Ca(OH)2和NaOH,两者的重量比为5~15:2~5,溶剂为水。优选碱性改性液还包括0.02wt%的硅酸钠。优选砂粒与碱性改性液的重量比为1:1。通过对砂粒喷淋碱性改性液的方式进行改性。对砂粒喷淋若干次碱性改性液。制得的人工砂经过粒度分级后使用。解决了铁合金炉渣人工砂制成砂浆后泛红的现象,并且在一定程度是增强了砂浆的机械性能。但经过碱性改性液改性后的铁合金炉渣人工砂的性能还有很大的挖掘空间。The Chinese invention patent application number filed by the applicant in January 2011 is 201110009379.9, titled "A Preparation Method for Artificial Sand", which discloses an alkaline modification liquid modification method for ferroalloy slag artificial sand. Ferroalloy slag Sand grains with a particle size of 0.1~5mm are made, and the sand grains are modified by alkaline modification solution and dried to make artificial sand. The preferred concentration of the alkaline modification solution is 0.05~0.2wt%, the solute is Ca(OH) 2 and NaOH, the weight ratio of the two is 5~15:2~5, and the solvent is water. Preferably, the alkaline modification solution also includes 0.02wt% sodium silicate. Preferably, the weight ratio of sand grains to alkaline modification solution is 1:1. Modification is carried out by spraying alkaline modification liquid on the sand particles. Spray the alkaline modifier several times on the sand particles. The prepared artificial sand is used after particle size classification. It solves the phenomenon of redness after ferroalloy slag artificial sand is made into mortar, and enhances the mechanical properties of mortar to a certain extent. However, the performance of ferroalloy slag artificial sand modified by alkaline modifying liquid still has a lot of room for excavation.
发明内容Contents of the invention
为了进一步挖掘经过碱性改性液改性后的铁合金炉渣人工砂的性能,将已经过碱性改性液处理的铁合金炉渣人工砂代替天然砂作为原料生产普通干混砂浆,其主要原料有:铁合金炉渣人工砂、水泥、粉煤灰、矿渣微粉、凝灰岩微粉、钢渣微粉,得到了性能更好的砂浆产品。In order to further excavate the properties of ferroalloy slag artificial sand modified by alkaline modifying liquid, the ferroalloy slag artificial sand that has been treated by alkaline modifying liquid is used instead of natural sand as raw material to produce ordinary dry-mixed mortar. The main raw materials are: Ferroalloy slag artificial sand, cement, fly ash, slag micropowder, tuff micropowder, and steel slag micropowder have obtained mortar products with better performance.
本发明是通过以下措施实现的:The present invention is achieved through the following measures:
一种干混砂浆,包括以下组分:A dry mix mortar comprising the following components:
硅酸盐水泥,铁合金炉渣人工砂,粉煤灰或凝灰岩微粉或两者的混合物,矿渣微粉或钢渣微粉或两者的混合物,纤维素醚;Portland cement, ferroalloy slag artificial sand, fly ash or tuff fine powder or a mixture of both, slag fine powder or steel slag fine powder or a mixture of both, cellulose ether;
所述铁合金炉渣人工砂为经过碱性改性液改性,按照粒径范围5~2.5mm、2.49~1mm、0.99~0.1mm分为粗砂、中砂、细砂,矿渣微粉、凝灰岩微粉和钢渣微粉的比表面积均为400~500 m2/ kg,The ferroalloy slag artificial sand is modified by alkaline modifying liquid, and can be divided into coarse sand, medium sand, fine sand, slag micropowder, tuff micropowder and The specific surface area of steel slag fine powder is 400~500 m 2 /kg,
各组分所占的重量份为:The parts by weight that each component occupies are:
硅酸盐水泥8~25份,粗砂0~40份,中砂10~40份,细砂10~40份,8-25 parts of Portland cement, 0-40 parts of coarse sand, 10-40 parts of medium sand, 10-40 parts of fine sand,
粉煤灰或凝灰岩微粉或两者的混合物5~10份,矿渣微粉或钢渣微粉或两者的混合物5~10份,纤维素醚0.03份。5-10 parts of fly ash or tuff fine powder or the mixture of both, 5-10 parts of slag fine powder or steel slag fine powder or the mixture of both, 0.03 part of cellulose ether.
所述的干混砂浆,各组分所占的重量份如下:Described dry-mixed mortar, the parts by weight that each component occupies are as follows:
硅酸盐水泥8~12份,粗砂20~30份,中砂10~20份,细砂25~35份,8-12 parts of Portland cement, 20-30 parts of coarse sand, 10-20 parts of medium sand, 25-35 parts of fine sand,
粉煤灰或凝灰岩微粉或两者的混合物 5~10份,5-10 parts of fly ash or tuff fine powder or a mixture of the two,
矿渣微粉或钢渣微粉或两者的混合物 5~10份,纤维素醚0.03份。5-10 parts of slag fine powder or steel slag fine powder or a mixture of both, 0.03 part of cellulose ether.
所述的干混砂浆,各组分所占的重量份如下:Described dry-mixed mortar, the parts by weight that each component occupies are as follows:
硅酸盐水泥10~17份,中砂30~40份,细砂35~40份,10-17 parts of Portland cement, 30-40 parts of medium sand, 35-40 parts of fine sand,
粉煤灰或凝灰岩微粉或两者的混合物5~10份,5-10 parts of fly ash or tuff fine powder or a mixture of the two,
矿渣微粉或钢渣微粉或两者的混合物5~10份,纤维素醚0.03份。5-10 parts of slag fine powder or steel slag fine powder or a mixture of both, 0.03 part of cellulose ether.
所述的干混砂浆,各组分所占的重量份如下:Described dry-mixed mortar, the parts by weight that each component occupies are as follows:
硅酸盐水泥12~25份,粗砂20~40份,中砂20~35份,细砂20~30份,12-25 parts of Portland cement, 20-40 parts of coarse sand, 20-35 parts of medium sand, 20-30 parts of fine sand,
粉煤灰或凝灰岩微粉或两者的混合物5~10份,5-10 parts of fly ash or tuff fine powder or a mixture of the two,
矿渣微粉或钢渣微粉或两者的混合物5~10份,纤维素醚0.03份。5-10 parts of slag fine powder or steel slag fine powder or a mixture of both, 0.03 part of cellulose ether.
所述的纤维素醚2%的水溶液在20℃粘度为100000~150000厘泊。The 2% aqueous solution of cellulose ether has a viscosity of 100,000-150,000 centipoise at 20°C.
所述的干混砂浆,还包括3重量份的可再分散乳胶粉。The dry-mixed mortar also includes 3 parts by weight of redispersible latex powder.
所述碱性改性液浓度为0.05~0.2wt%,其中溶质为Ca(OH)2和NaOH,两者的重量比为5~15:2~5,溶剂为水。The concentration of the alkaline modification solution is 0.05-0.2 wt%, wherein the solute is Ca(OH) 2 and NaOH, the weight ratio of the two is 5-15:2-5, and the solvent is water.
所述的干混砂浆,其特征在于所述碱性改性液还包括0.02wt%的硅酸钠。The dry-mixed mortar is characterized in that the alkaline modification liquid also includes 0.02wt% sodium silicate.
所述的干混砂浆,其特征在于所述铁合金炉渣人工砂与碱性改性液的重量比为1:1。The dry-mixed mortar is characterized in that the weight ratio of the ferroalloy slag artificial sand to the alkaline modification liquid is 1:1.
粉煤灰,是从煤燃烧后的烟气中收捕下来的细灰,粉煤灰是燃煤电厂排出的主要固体废物。我国火电厂粉煤灰的主要氧化物组成为:SiO2、Al2O3、FeO、Fe2O3、CaO、TiO2等。Fly ash is the fine ash collected from the flue gas after coal combustion. Fly ash is the main solid waste discharged from coal-fired power plants. The main oxide composition of fly ash in thermal power plants in China is: SiO 2 , Al 2 O 3 , FeO, Fe 2 O 3 , CaO, TiO 2 and so on.
经过提炼后的矿石残余物称为矿渣,在水泥中掺和以及在商品混凝土中添加,矿渣微粉等量替代各种用途混凝土及水泥制品中的水泥用量,可以明显的改善混凝土和水泥制品的综合性能。The ore residue after refining is called slag, which can be blended in cement and added to commercial concrete. The equivalent amount of slag micropowder can replace the amount of cement in concrete and cement products for various purposes, which can significantly improve the comprehensiveness of concrete and cement products. performance.
凝灰岩是一种火山碎屑岩引,成分主要是火山灰,外貌疏松多孔,粗糙,有层理,颜色多样,有黑色、紫色、红色、白色、淡绿色等,可提高机械强度。Tuff is a kind of pyroclastic rock, mainly composed of volcanic ash, loose and porous in appearance, rough, with bedding, and various colors, including black, purple, red, white, light green, etc., which can improve the mechanical strength.
钢渣,一种工业固体废物,炼钢排出的渣,依炉型分为转炉渣、平炉渣、电炉渣。钢渣主要由钙、 铁、 硅、镁和少量铝、锰、磷等的氧化物组成。主要的矿物相为硅酸三钙、硅酸二钙、钙镁橄榄石、钙镁蔷薇辉石、铁铝酸钙以及硅、镁、铁、锰、磷的氧化物形成的固熔体,还含有少量游离氧化钙以及金属铁、氟磷灰石等。Steel slag, a kind of industrial solid waste, slag discharged from steelmaking, can be divided into converter slag, open hearth furnace slag and electric furnace slag according to the furnace type. Steel slag is mainly composed of oxides of calcium, iron, silicon, magnesium and a small amount of aluminum, manganese, phosphorus, etc. The main mineral phases are solid solutions formed by tricalcium silicate, dicalcium silicate, calcium magnesium olivine, calcium magnesium rhodoxene, calcium aluminate ferrite, and oxides of silicon, magnesium, iron, manganese, and phosphorus. Contains a small amount of free calcium oxide, metallic iron, fluoroapatite, etc.
可再分散乳胶粉产品为水溶性可再分散粉末,为乙烯/醋酸乙烯酯的共聚物,醋酸乙烯/叔碳酸乙烯共聚物,丙稀酸共聚物等等,以聚乙烯醇作为保护胶体,具有高粘结能力和独特的性能。Redispersible latex powder products are water-soluble redispersible powders, which are ethylene/vinyl acetate copolymers, vinyl acetate/ethylene tertiary carbonic acid copolymers, acrylic acid copolymers, etc., with polyvinyl alcohol as a protective colloid. High bonding capacity and unique properties.
所述的凝灰岩微粉、钢渣微粉原材料可以部分或全部替代粉煤灰、矿渣微粉。二者的比表面积均为400~500 m2/ kg。The tuff micropowder and steel slag micropowder raw materials can partially or completely replace fly ash and slag micropowder. Both have a specific surface area of 400-500 m 2 /kg.
本发明的有益效果:Beneficial effects of the present invention:
1、铁合金炉渣机制人工砂不仅可以代替天然青石砂、石英砂,而且具有容重小、后期强度不断增加的性能;同时该砂浆更适用于高温高压蒸养环境,在该环境下砂浆的抗折、抗压性能更加优越;1. The artificial sand made of ferroalloy slag can not only replace natural bluestone sand and quartz sand, but also has the properties of small bulk density and increasing strength in the later stage; at the same time, the mortar is more suitable for high temperature and high pressure steam curing environment. Superior compression performance;
2、铁合金炉渣机制人工砂在普通干混砂浆中掺量为50~75%,完全替代了天然青石砂、石英砂。以年产50万吨普通干混砂浆为例,可消耗掉25~35万吨堆积的冶炼废渣,减少了对天然资源的消耗;2. Ferroalloy slag-made artificial sand is added in an amount of 50-75% in ordinary dry-mixed mortar, completely replacing natural bluestone sand and quartz sand. Taking the annual output of 500,000 tons of ordinary dry-mixed mortar as an example, 250,000 to 350,000 tons of accumulated smelting waste can be consumed, reducing the consumption of natural resources;
3、铁合金炉渣机制人工砂生产普通干混砂浆由于其掺量高使干混砂浆吨生产成本降低10~20元,提高了经济效益;3. Ferroalloy slag mechanism artificial sand is used to produce ordinary dry-mixed mortar. Due to its high content, the production cost of dry-mixed mortar is reduced by 10-20 yuan per ton, which improves economic benefits;
4、对所使用的矿渣微粉、凝灰岩微粉和钢渣微粉的比表面积进行了严格控制,使其填充增强作用达到一个比较好的效果;4. The specific surface area of the slag powder, tuff powder and steel slag powder used is strictly controlled, so that the filling enhancement effect can achieve a better effect;
5、实现工业废渣综合利用,解决农田占用、环境污染问题,达到建设资源节约型、环境友好型和实现可持续发展的国家经济发展目标。5. Realize the comprehensive utilization of industrial waste residues, solve the problems of farmland occupation and environmental pollution, and achieve the national economic development goals of building a resource-saving, environment-friendly and sustainable development.
具体实施方式Detailed ways
为了更好的理解本发明,下面结合具体实施例进一步说明。In order to better understand the present invention, it will be further described below in conjunction with specific examples.
实施例1:Example 1:
一种干混砌筑砂浆,砂浆的重量配比为:水泥:粗砂:中砂:细砂:粉煤灰:钢渣微粉:纤维素醚=10:25:18:30:8:9:0.03,纤维素醚2%的水溶液在20℃粘度为100000厘泊。水泥为山东山水水泥集团生产的32.5#普通硅酸盐水泥,粉煤灰为济南黄台电厂排放的二级灰。上述物料按其重量比在济南涌泉新型建材有限公司的干混砂浆生产线上经混合搅拌均匀,制成标号为DMM15的干混砌筑砂浆。A dry-mixed masonry mortar, the weight ratio of the mortar is: cement: coarse sand: medium sand: fine sand: fly ash: steel slag powder: cellulose ether = 10:25:18:30:8:9:0.03 , The viscosity of a 2% aqueous solution of cellulose ether at 20°C is 100,000 centipoise. The cement is 32.5 # ordinary Portland cement produced by Shandong Shanshui Cement Group, and the fly ash is the secondary ash discharged from Jinan Huangtai Power Plant. The above-mentioned materials are mixed and stirred evenly on the dry-mixed mortar production line of Jinan Yongquan New Building Materials Co., Ltd. according to their weight ratios, and the dry-mixed masonry mortar labeled DMM15 is made.
测定砂浆的各项性能见表1。The properties of the tested mortar are shown in Table 1.
实施例2:Example 2:
一种干混抹灰砂浆,砂浆的重量配比为:水泥:中砂:细砂:凝灰岩微粉:矿渣粉:纤维素醚=12:35:37:8:8:0.03,纤维素醚2%的水溶液在20℃粘度为150000厘泊。水泥为山东山水水泥集团生产的32.5#普通硅酸盐水泥,矿渣粉为济南涌泉新型建材有限公司生产。上述物料按其重量比在济南涌泉新型建材有限公司的干混砂浆生产线上经混合搅拌均匀,制成标号为DPM15的干混抹灰砂浆。A dry-mixed plastering mortar, the weight ratio of the mortar is: cement: medium sand: fine sand: tuff powder: slag powder: cellulose ether = 12: 35: 37: 8: 8: 0.03, cellulose ether 2% The aqueous solution has a viscosity of 150,000 centipoise at 20°C. The cement is 32.5 # ordinary Portland cement produced by Shandong Shanshui Cement Group, and the slag powder is produced by Jinan Yongquan New Building Materials Co., Ltd. The above-mentioned materials are mixed and stirred evenly on the dry-mixed mortar production line of Jinan Yongquan New Building Materials Co., Ltd. according to their weight ratios, and the dry-mixed plastering mortar labeled DPM15 is made.
测定砂浆的各项性能见表1。The properties of the tested mortar are shown in Table 1.
实施例3:Example 3:
一种干混地坪砂浆,砂浆的重量配比为:水泥:粗砂:中砂:细砂:粉煤灰:矿渣粉:凝灰岩微粉:钢渣微粉:纤维素醚=20:20:25:20:4:3:4:4:0.03,纤维素醚2%的水溶液在20℃粘度为110000厘泊。水泥为山东山水水泥集团生产的32.5#普通硅酸盐水泥,粉煤灰为济南黄台电厂排放的二级灰,矿渣粉为济南涌泉新型建材有限公司生产。上述物料按其重量比在济南涌泉新型建材有限公司的干混砂浆生产线上经混合搅拌均匀,制成标号为DSM20的干混地坪砂浆。A dry-mixed floor mortar, the weight ratio of the mortar is: cement: coarse sand: medium sand: fine sand: fly ash: slag powder: tuff fine powder: steel slag fine powder: cellulose ether=20:20:25:20 : 4: 3: 4: 4: 0.03, the viscosity of 2% aqueous solution of cellulose ether is 110000 centipoise at 20 ℃. The cement is 32.5 # ordinary Portland cement produced by Shandong Shanshui Cement Group, the fly ash is the secondary ash discharged from Jinan Huangtai Power Plant, and the slag powder is produced by Jinan Yongquan New Building Materials Co., Ltd. The above-mentioned materials are mixed and stirred evenly on the dry-mixed mortar production line of Jinan Yongquan New Building Materials Co., Ltd. according to their weight ratios, and the dry-mixed floor mortar labeled DSM20 is made.
测定砂浆的各项性能见表1。The properties of the tested mortar are shown in Table 1.
实施例4:Example 4:
一种干混砌筑砂浆,砂浆的重量配比为:水泥:粗砂:中砂:细砂:粉煤灰:矿渣粉:凝灰岩微粉:钢渣微粉:纤维素醚=8:30:10:10:3:7:2:8:0.03,纤维素醚2%的水溶液在20℃粘度为120000厘泊。水泥为山东山水水泥集团生产的32.5#普通硅酸盐水泥,粉煤灰为济南黄台电厂排放的二级灰。上述物料按其重量比在济南涌泉新型建材有限公司的干混砂浆生产线上经混合搅拌均匀,制成标号为DMM15的干混砌筑砂浆。A dry-mixed masonry mortar, the weight ratio of which is: cement: coarse sand: medium sand: fine sand: fly ash: slag powder: tuff fine powder: steel slag fine powder: cellulose ether=8:30:10:10 : 3: 7: 2: 8: 0.03, the viscosity of 2% aqueous solution of cellulose ether is 120000 centipoise at 20 ℃. The cement is 32.5 # ordinary Portland cement produced by Shandong Shanshui Cement Group, and the fly ash is the secondary ash discharged from Jinan Huangtai Power Plant. The above-mentioned materials are mixed and stirred evenly on the dry-mixed mortar production line of Jinan Yongquan New Building Materials Co., Ltd. according to their weight ratios, and the dry-mixed masonry mortar labeled DMM15 is made.
测定砂浆的各项性能见表1。The properties of the tested mortar are shown in Table 1.
实施例5:Example 5:
一种干混地坪砂浆,砂浆的重量配比为:水泥:粗砂:中砂:细砂:矿渣粉:凝灰岩微粉:纤维素醚=25:40:20:20:5:5:0.03,纤维素醚2%的水溶液在20℃粘度为130000厘泊。水泥为山东山水水泥集团生产的32.5#普通硅酸盐水泥,粉煤灰为济南黄台电厂排放的二级灰,矿渣粉为济南涌泉新型建材有限公司生产。上述物料按其重量比在济南涌泉新型建材有限公司的干混砂浆生产线上经混合搅拌均匀,制成标号为DSM20的干混地坪砂浆。A dry-mixed floor mortar, the weight ratio of the mortar is: cement: coarse sand: medium sand: fine sand: slag powder: tuff powder: cellulose ether = 25: 40: 20: 20: 5: 5: 0.03, A 2% aqueous solution of cellulose ether has a viscosity of 130,000 centipoise at 20°C. The cement is 32.5 # ordinary Portland cement produced by Shandong Shanshui Cement Group, the fly ash is the secondary ash discharged from Jinan Huangtai Power Plant, and the slag powder is produced by Jinan Yongquan New Building Materials Co., Ltd. The above-mentioned materials are mixed and stirred evenly on the dry-mixed mortar production line of Jinan Yongquan New Building Materials Co., Ltd. according to their weight ratios, and the dry-mixed floor mortar labeled DSM20 is made.
测定砂浆的各项性能见表1。The properties of the tested mortar are shown in Table 1.
实施例6:Embodiment 6:
一种干混地坪砂浆,砂浆的重量配比为:水泥:粗砂:中砂:细砂:粉煤灰:矿渣粉:凝灰岩微粉:钢渣微粉:纤维素醚:可再分散乳胶粉=20:20:25:20:4:3:4:4:0.03:3,纤维素醚2%的水溶液在20℃粘度为110000厘泊。水泥为山东山水水泥集团生产的32.5#普通硅酸盐水泥,粉煤灰为济南黄台电厂排放的二级灰,矿渣粉为济南涌泉新型建材有限公司生产。上述物料按其重量比在济南涌泉新型建材有限公司的干混砂浆生产线上经混合搅拌均匀,制成干混地坪砂浆。A dry-mixed floor mortar, the weight ratio of the mortar is: cement: coarse sand: medium sand: fine sand: fly ash: slag powder: tuff fine powder: steel slag fine powder: cellulose ether: redispersible latex powder = 20 : 20: 25: 20: 4: 3: 4: 4: 0.03: 3, the viscosity of 2% aqueous solution of cellulose ether is 110000 centipoise at 20 ℃. The cement is 32.5 # ordinary Portland cement produced by Shandong Shanshui Cement Group, the fly ash is the secondary ash discharged from Jinan Huangtai Power Plant, and the slag powder is produced by Jinan Yongquan New Building Materials Co., Ltd. The above materials are mixed and stirred evenly on the dry-mixed mortar production line of Jinan Yongquan New Building Materials Co., Ltd. according to their weight ratios to make dry-mixed floor mortar.
测定砂浆的各项性能见表1。The properties of the tested mortar are shown in Table 1.
表1 实施例1-6制备的砂浆性能对比表Table 1 Comparison table of mortar properties prepared in Examples 1-6
蒸压条件为:达到相应龄期后用压力为2.0MPa的水蒸气,蒸压6小时后测其强度。Autoclave conditions are: after reaching the corresponding age, use steam with a pressure of 2.0MPa, and measure its strength after autoclaving for 6 hours.
分析实施例1~6利用铁合金炉渣人工砂作为原料制备的干混砌筑砂浆、干混抹灰砂浆和干混地坪砂浆各项性能优越,特别是在高温高压蒸养条件下其7天、28天抗压强度更加优越。各实施实例制备的普通干混砂浆其各项性能指标都超过了普通干混砂浆行业标准的要求。实施例6相对于实施例3来说,只是多添加了3份可再分散胶粉,但凝结时间缩短了0.67个小时,保水率增加一个百分点,抗压强度和蒸压强度都有很大提高,说明可再分散乳胶粉在此体系中使用,可以达到更好的效果。Analysis Examples 1 to 6 use ferroalloy slag artificial sand as raw material to prepare dry-mixed masonry mortar, dry-mixed plastering mortar and dry-mixed floor mortar with excellent performance, especially under the condition of high temperature and high pressure steam curing for 7 days, The 28-day compressive strength is superior. All the performance indexes of the ordinary dry-mixed mortar prepared by each implementation example exceed the requirements of the ordinary dry-mixed mortar industry standard. Compared with Example 3, Example 6 only added 3 more parts of redispersible rubber powder, but the setting time was shortened by 0.67 hours, the water retention rate increased by one percentage point, and the compressive strength and autoclaved strength were greatly improved. , indicating that the use of redispersible latex powder in this system can achieve better results.
可再分散乳胶粉分散后成膜作为第二种胶粘剂发挥增强作用,保护胶体被砂浆体系吸收,成膜后不会被水破坏掉,成膜的聚合物树脂作为增强材料分布与整个砂浆体系中,从而增加了砂浆的内聚力,提高施工性能,改善流动性能,增加触变与抗垂性,改进内聚力;延长开放时间,增强保水性。可再分散乳胶粉在砂浆固化后的作用:提高拉伸强度,增加抗弯折强度,减小弹性模量,提高可变形性,增加材料密实度,增加耐磨强度,提高内聚强度,降低碳化深度,减少材料吸水性。The redispersible latex powder is dispersed and formed into a film as the second adhesive to play a reinforcing role. The protective colloid is absorbed by the mortar system and will not be destroyed by water after the film is formed. The polymer resin formed into the film is distributed as a reinforcing material in the entire mortar system. , thereby increasing the cohesion of the mortar, improving construction performance, improving flow performance, increasing thixotropy and sag resistance, improving cohesion; prolonging the opening time and enhancing water retention. The role of redispersible latex powder after the mortar is cured: increase the tensile strength, increase the bending strength, reduce the elastic modulus, improve the deformability, increase the material density, increase the wear resistance, increase the cohesive strength, reduce The depth of carbonization reduces the water absorption of the material.
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