CN107140916B - A kind of low-cost environmental-protecting mortar - Google Patents
A kind of low-cost environmental-protecting mortar Download PDFInfo
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- CN107140916B CN107140916B CN201710490171.0A CN201710490171A CN107140916B CN 107140916 B CN107140916 B CN 107140916B CN 201710490171 A CN201710490171 A CN 201710490171A CN 107140916 B CN107140916 B CN 107140916B
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- 239000004570 mortar (masonry) Substances 0.000 title claims abstract description 45
- 239000004576 sand Substances 0.000 claims abstract description 56
- 229910000863 Ferronickel Inorganic materials 0.000 claims abstract description 38
- 229910021536 Zeolite Inorganic materials 0.000 claims abstract description 31
- HNPSIPDUKPIQMN-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Al]O[Al]=O HNPSIPDUKPIQMN-UHFFFAOYSA-N 0.000 claims abstract description 31
- 239000010457 zeolite Substances 0.000 claims abstract description 31
- 239000000843 powder Substances 0.000 claims abstract description 30
- 239000002893 slag Substances 0.000 claims abstract description 30
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 21
- 239000011398 Portland cement Substances 0.000 claims abstract description 12
- 239000003995 emulsifying agent Substances 0.000 claims abstract description 12
- 239000002994 raw material Substances 0.000 claims abstract description 12
- PMZURENOXWZQFD-UHFFFAOYSA-L Sodium Sulfate Chemical compound [Na+].[Na+].[O-]S([O-])(=O)=O PMZURENOXWZQFD-UHFFFAOYSA-L 0.000 claims description 24
- 239000000835 fiber Substances 0.000 claims description 22
- 229920003086 cellulose ether Polymers 0.000 claims description 21
- 229920005610 lignin Polymers 0.000 claims description 18
- 229960001436 calcium saccharate Drugs 0.000 claims description 12
- UGZVNIRNPPEDHM-SBBOJQDXSA-L calcium;(2s,3s,4s,5r)-2,3,4,5-tetrahydroxyhexanedioate Chemical compound [Ca+2].[O-]C(=O)[C@@H](O)[C@@H](O)[C@H](O)[C@@H](O)C([O-])=O UGZVNIRNPPEDHM-SBBOJQDXSA-L 0.000 claims description 12
- 229910052938 sodium sulfate Inorganic materials 0.000 claims description 12
- 235000011152 sodium sulphate Nutrition 0.000 claims description 12
- 239000000230 xanthan gum Substances 0.000 claims description 12
- 229920001285 xanthan gum Polymers 0.000 claims description 12
- 229940082509 xanthan gum Drugs 0.000 claims description 12
- 235000010493 xanthan gum Nutrition 0.000 claims description 12
- UEEJHVSXFDXPFK-UHFFFAOYSA-N N-dimethylaminoethanol Chemical compound CN(C)CCO UEEJHVSXFDXPFK-UHFFFAOYSA-N 0.000 claims description 11
- 229960002887 deanol Drugs 0.000 claims description 11
- 239000012972 dimethylethanolamine Substances 0.000 claims description 11
- 125000002057 carboxymethyl group Chemical group [H]OC(=O)C([H])([H])[*] 0.000 claims description 9
- 239000000126 substance Substances 0.000 claims description 5
- 239000010902 straw Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 abstract description 6
- 239000004566 building material Substances 0.000 abstract description 2
- 238000012545 processing Methods 0.000 abstract description 2
- 239000007787 solid Substances 0.000 abstract description 2
- 239000004575 stone Substances 0.000 abstract description 2
- 238000003912 environmental pollution Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 12
- 230000000694 effects Effects 0.000 description 11
- 238000003723 Smelting Methods 0.000 description 8
- 229910045601 alloy Inorganic materials 0.000 description 8
- 239000000956 alloy Substances 0.000 description 8
- 239000002699 waste material Substances 0.000 description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 238000006243 chemical reaction Methods 0.000 description 5
- 230000000052 comparative effect Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 4
- -1 ethoxyl methyl Chemical group 0.000 description 3
- 238000011056 performance test Methods 0.000 description 3
- PXHVJJICTQNCMI-UHFFFAOYSA-N Nickel Chemical compound [Ni] PXHVJJICTQNCMI-UHFFFAOYSA-N 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- 239000000654 additive Substances 0.000 description 2
- 230000000996 additive effect Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- RTZKZFJDLAIYFH-UHFFFAOYSA-N ether Substances CCOCC RTZKZFJDLAIYFH-UHFFFAOYSA-N 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 238000006703 hydration reaction Methods 0.000 description 2
- 229910052500 inorganic mineral Inorganic materials 0.000 description 2
- 229920000609 methyl cellulose Polymers 0.000 description 2
- 239000001923 methylcellulose Substances 0.000 description 2
- 235000010981 methylcellulose Nutrition 0.000 description 2
- 239000011707 mineral Substances 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 230000008719 thickening Effects 0.000 description 2
- 239000003513 alkali Substances 0.000 description 1
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 1
- 239000002585 base Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000740 bleeding effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- JHLNERQLKQQLRZ-UHFFFAOYSA-N calcium silicate Chemical compound [Ca+2].[Ca+2].[O-][Si]([O-])([O-])[O-] JHLNERQLKQQLRZ-UHFFFAOYSA-N 0.000 description 1
- 229910052918 calcium silicate Inorganic materials 0.000 description 1
- 235000012241 calcium silicate Nutrition 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 229910052681 coesite Inorganic materials 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 229910052593 corundum Inorganic materials 0.000 description 1
- 229910052906 cristobalite Inorganic materials 0.000 description 1
- 230000032798 delamination Effects 0.000 description 1
- 238000011161 development Methods 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
- 230000003467 diminishing effect Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 239000001866 hydroxypropyl methyl cellulose Substances 0.000 description 1
- 229920003088 hydroxypropyl methyl cellulose Polymers 0.000 description 1
- 235000010979 hydroxypropyl methyl cellulose Nutrition 0.000 description 1
- UFVKGYZPFZQRLF-UHFFFAOYSA-N hydroxypropyl methyl cellulose Chemical compound OC1C(O)C(OC)OC(CO)C1OC1C(O)C(O)C(OC2C(C(O)C(OC3C(C(O)C(O)C(CO)O3)O)C(CO)O2)O)C(CO)O1 UFVKGYZPFZQRLF-UHFFFAOYSA-N 0.000 description 1
- 238000005213 imbibition Methods 0.000 description 1
- 238000010348 incorporation Methods 0.000 description 1
- 230000005764 inhibitory process Effects 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 229910052759 nickel Inorganic materials 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000011505 plaster Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicon dioxide Inorganic materials O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 229910052682 stishovite Inorganic materials 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 239000004094 surface-active agent Substances 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
- 238000010998 test method Methods 0.000 description 1
- 229910021534 tricalcium silicate Inorganic materials 0.000 description 1
- 235000019976 tricalcium silicate Nutrition 0.000 description 1
- 229910052905 tridymite Inorganic materials 0.000 description 1
- 229910001845 yogo sapphire 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
- C04B18/00—Use of agglomerated or waste materials or refuse as fillers for mortars, concrete or artificial stone; Treatment of agglomerated or waste materials or refuse, specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B18/04—Waste materials; Refuse
- C04B18/14—Waste materials; Refuse from metallurgical processes
- C04B18/141—Slags
- C04B18/144—Slags from the production of specific metals other than iron or of specific alloys, e.g. ferrochrome slags
-
- 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
- C04B2111/00017—Aspects relating to the protection of the environment
-
- 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
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
-
- 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)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The invention belongs to building material technical fields, disclose a kind of low-cost environmental-protecting mortar.The mortar is made of the raw material of following parts by weight: 150-230 parts of ordinary portland cement, 30-80 parts of zeolite powder, 500-700 parts of ferronickel slag sand, 700-1000 parts of river sand, 0.2-0.5 parts of water-retaining admixture, 0.5-2 parts of slow setting early strength agent, 0.15-0.3 parts of emulsifier op-10.Mortar workability of the present invention is good, is easy to squeeze mix, and plumpness is high.Industrial solid castoff ferronickel slag can be largely utilized, can help to dissolve processing ferronickel slag and kill two birds with one stone the problem of reducing environmental pollution, also solve the problem that natural sand shortage of resources.
Description
Technical field
The invention belongs to building material technical fields, and in particular to a kind of low-cost environmental-protecting mortar.
Background technique
Mortar refers to inorganic coagulation material, fine aggregate, admixture, water, and is pressed according to the other components that performance determines
The architecture engineering material of proper proportion cooperation, mixing and hardened formation, main the effects of playing bonding, liner and transmitting stress.
Mortar is a kind of functional material, and an entirety is usually collectively formed with matrix, such as masonry mortar is to glue building block, brick bulk
Become an entirety, common bearing load；For another example plastering mortar is applied to building substrate surface, in addition to obtaining smooth table
Outside face, the effect of protection base is also acted as.Therefore, in addition to require mortar have certain intensity other than, also require mortar have compared with
Good water-retaining property, crack resistance etc., increase the additive of water retentivity of mortar at present is at most cellulose ethers product, such
Product has that price is high, influences mortar strength.Furthermore with the continuous increase of current construction scale, many places face
The situation of natural sand scarcity of resources, and because river sand exploitation do great damage to riverbed and surrounding natural environment, part river
Quicksand resource is prevented or restricted from exploitation, and river sand resource is increasingly in short supply.
Summary of the invention
In view of the above-mentioned problems, providing a kind of low-cost environmental-protecting mortar, which is replaced the present invention using part industrial residue
River sand resource, and cellulose ethers are replaced with the lower lignocellulosic of price, reaching reduces cost, saves the mesh of natural resources
's.In order to achieve the above objectives, the present invention adopts the following technical scheme that.
A kind of low-cost environmental-protecting mortar, is made of the raw material of following parts by weight: 150-230 parts of ordinary portland cement,
30-80 parts of zeolite powder, 500-700 parts of ferronickel slag sand, 700-1000 parts of river sand, 0.2-0.5 parts of water-retaining admixture, slow setting early strength agent
0.5-2 parts, 0.15-0.3 parts of emulsifier op-10.
The zeolite powder by natural zeolite powder is milled to 45um and tails over to be obtained less than 12%.
The ferronickel slag sand is to be crushed to sand grains diameter by the waste residue generated in smelting ferronickel alloy process to obtain less than 4.75mm
It arrives.
The water-retaining admixture is made of lignin fibre, cellulose ether and xanthan gum.
Preferably, the cellulose ether is carboxymethyl SE-cellulose ether or ethoxyl methyl cellulose ether.
Preferably, the lignin fibre is to pass through the organic fiber that chemical treatment obtains by straw.
It is furthermore preferred that the water-retaining admixture is by lignin fibre, carboxymethyl SE-cellulose ether and xanthan gum by weight
Amount is formed than 1-3:1-2:1.
The slow setting early strength agent is made of sodium sulphate, calcium saccharate and dimethylethanolamine by weight 1-9:1-3:1.
Zeolite powder of the present invention is that natural zeolite is obtained after grinding, is one kind with SiO2And Al2O3Based on day
Right mineral, can be with Ca (OH)2Reaction generates a series of hydrated product, has good pozzolanic activity.Due to ferronickel slag
Formation temperature is higher, with certain hydration reaction activity under high alkali environment, there are the risk of certain alkali-aggregate reaction,
Zeolite powder has excellent inhibition alkali-aggregate reaction performance, can effectively inhibit the generation of alkali-aggregate reaction.In addition, zeolite powder
It is big to construct opening, there is many uniform cavities and ducts, in the energy adsorption moisture in mortar whipping process, reduction mortar
Bleeding improves the water-retaining property of mortar.Ferronickel slag sand is different with the grain shape of river sand, and the present invention replaces river using part of nickel scum sand
Sand can play the role of improvement plaster workability, improve mortar strength.Ferronickel slag sand is different with the water absorption rate of natural river sand,
Particle of the partial size less than 0.075mm contains a large amount of clay, organic matter etc. in river sand, and water requirement is larger, and these substances influence
The development of intensity.Broken ferronickel slag sand surface is relatively smooth, fine and close, and water absorption is small, can increase mortar mobility and consistency；River
The rounder and more smooth smoothness of sand shape, and ferronickel slag sand is formed by Mechanical Crushing, has certain angular structures, makes to have between aggregate
The mechanical engagement of effect is conducive to the compression strength for increasing mortar；Sand contains the mineral such as tricalcium silicate, dicalcium silicate in ferronickel slag,
With certain hydration reaction activity, the interfacial structure of cementitious material Yu ferronickel slag sand can be improved, improve adhesion strength；Cellulose
Ethers additive is the most obvious to the effect of mortar adhesiveness and adhesion strength, and mortar becomes viscous after incorporation, and adhesiveness improves, and glues
Knotting strength improves, but compression strength is substantially reduced, and higher cost.Lignin fibre is the three dimensional network with obvious cross-linked effect
Shape structure can improve the workability and cracking resistance of mortar with having preferable water imbibition, fiber reinforcement and thickening effect
Performance is used in conjunction with cellulose ether, it is possible to reduce the dosage of cellulose ether improves mortar strength.Cellulose ether and lignin
Fiber synergistic effect, reach water conservation, thickening, enhancing, cracking resistance optimum efficiency；Calcium saccharate itself has cement good slow
Solidifying effect, with sodium sulphate and dimethylethanolamine it is compound after, can increase substantially the early strength of mortar, later strength also have compared with
It is big to improve, overcome the problems, such as that later strength reduces after sodium sulphate is used alone.In addition, calcium saccharate is a kind of surfactant,
It has good peptizaiton to cement granules, therefore can increase the workability and mobility of mortar, has certain diminishing
Effect.Emulsifier op-10 can improve the emulsibility and foaming effect of mortar, improve the plumpness of mortar and use volume.
Two aspect below beneficial effects of the present invention major embodiment:
(1) mortar workability of the present invention is good, is easy to squeeze mix, plumpness and adhesion strength are high, the adhesiveness with masonry
It can be good.
(2) present invention largely utilizes industrial solid castoff ferronickel slag, can help to dissolve processing ferronickel slag, reduce environment
The problem of polluting, also solving the problem that natural sand shortage of resources, kills two birds with one stone.
Specific embodiment
Below with reference to examples illustrate the present invention, it should be understood that embodiment described herein be merely to illustrate and
It explains the present invention, is not intended to limit the present invention.
Embodiment 1
A kind of low-cost environmental-protecting mortar, is made of the raw material of following parts by weight: 150 parts of ordinary portland cement, zeolite
80 parts of powder, 500 parts of ferronickel slag sand, 1000 parts of river sand, 0.2 part of water-retaining admixture, 0.5 part of slow setting early strength agent, emulsifier op-10
0.15 part.
The water-retaining admixture is made of lignin fibre, cellulose ethers and xanthan gum.
The slow setting early strength agent is made of sodium sulphate, calcium saccharate and dimethylethanolamine by weight 1:3:1.
Embodiment 2
A kind of low-cost environmental-protecting mortar, is made of the raw material of following parts by weight: 230 parts of ordinary portland cement, zeolite
30 parts of powder, 700 parts of ferronickel slag sand, 700 parts of river sand, 0.5 part of water-retaining admixture, 2 parts of slow setting early strength agent, emulsifier op-10 0.3
Part.
The water-retaining admixture is made of lignin fibre, cellulose ethers and xanthan gum, and lignin fibre is by plant
Stalk passes through the organic fiber that chemical treatment obtains.
The slow setting early strength agent is made of sodium sulphate, calcium saccharate and dimethylethanolamine by weight 9:1:1.
Embodiment 3
A kind of low-cost environmental-protecting mortar, is made of the raw material of following parts by weight: 200 parts of ordinary portland cement, zeolite
60 parts of powder, 600 parts of ferronickel slag sand, 900 parts of river sand, 0.3 part of water-retaining admixture, 1 part of slow setting early strength agent, emulsifier op-10 0.2
Part.
The zeolite powder by natural zeolite powder is milled to 45um and tails over to be obtained less than 12%.
The ferronickel slag sand is to be crushed to sand grains diameter by the waste residue generated in smelting ferronickel alloy process to obtain less than 4.75mm
It arrives.
The water-retaining admixture is by lignin fibre, carboxymethyl SE-cellulose ether and xanthan gum by weight 2:1:1
Composition.
The slow setting early strength agent is made of sodium sulphate, calcium saccharate and dimethylethanolamine by weight 8:2:1.
Embodiment 4
A kind of low-cost environmental-protecting mortar, is made of the raw material of following parts by weight: 190 parts of ordinary portland cement, zeolite
70 parts of powder, 550 parts of ferronickel slag sand, 950 parts of river sand, 0.4 part of water-retaining admixture, 1.5 parts of slow setting early strength agent, emulsifier op-10
0.21 part.
The zeolite powder by natural zeolite powder is milled to 45um and tails over to be obtained less than 12%.
The ferronickel slag sand is to be crushed to sand grains diameter by the waste residue generated in smelting ferronickel alloy process to obtain less than 4.75mm
It arrives.
The water-retaining admixture is by lignin fibre, ethoxyl methyl cellulose ether and xanthan gum by weight 1:2:1 group
At lignin fibre therein is to pass through the organic fiber that chemical treatment obtains by straw.
The slow setting early strength agent is made of sodium sulphate, calcium saccharate and dimethylethanolamine by weight 6:2:1.
Embodiment 5
A kind of low-cost environmental-protecting mortar, is made of the raw material of following parts by weight: 220 parts of ordinary portland cement, zeolite
40 parts of powder, 650 parts of ferronickel slag sand, 850 parts of river sand, 0.45 part of water-retaining admixture, 1.2 parts of slow setting early strength agent, emulsifier op-10
0.25 part.
The zeolite powder by natural zeolite powder is milled to 45um and tails over to be obtained less than 12%.
The ferronickel slag sand is to be crushed to sand grains diameter by the waste residue generated in smelting ferronickel alloy process to obtain less than 4.75mm
It arrives.
The water-retaining admixture is made of lignin, carboxymethyl SE-cellulose ether and xanthan gum by weight 3:1:1.
The slow setting early strength agent is made of sodium sulphate, calcium saccharate and dimethylethanolamine by weight 5:1:1.
Comparative example 1
A kind of low-cost environmental-protecting mortar, is made of the raw material of following parts by weight: 200 parts of ordinary portland cement, zeolite
60 parts of powder, 1500 parts of river sand, 0.3 part of water-retaining admixture, 1 part of slow setting early strength agent, 0.2 part of emulsifier op-10.
The zeolite powder by natural zeolite powder is milled to 45um and tails over to be obtained less than 12%.
The ferronickel slag sand is to be crushed to sand grains diameter by the waste residue generated in smelting ferronickel alloy process to obtain less than 4.75mm
It arrives.
The water-retaining admixture is by lignin fibre, carboxymethyl SE-cellulose ether and xanthan gum by weight 2:1:1
Composition.
The slow setting early strength agent is made of sodium sulphate, calcium saccharate and dimethylethanolamine by weight 8:2:1.
Comparative example 2
A kind of low-cost environmental-protecting mortar, is made of the raw material of following parts by weight: 260 parts of ordinary portland cement, ferronickel
600 parts of slag sand, 900 parts of river sand, 0.3 part of water-retaining admixture, 1 part of slow setting early strength agent, 0.2 part of emulsifier op-10.
The zeolite powder by natural zeolite powder is milled to 45um and tails over to be obtained less than 12%.
The ferronickel slag sand is to be crushed to sand grains diameter by the waste residue generated in smelting ferronickel alloy process to obtain less than 4.75mm
It arrives.
The water-retaining admixture is by lignin fibre, carboxymethyl SE-cellulose ether and xanthan gum by weight 2:1:1
Composition.
The slow setting early strength agent is made of sodium sulphate, calcium saccharate and dimethylethanolamine by weight 8:2:1.
Comparative example 3
A kind of low-cost environmental-protecting mortar, is made of the raw material of following parts by weight: 200 parts of ordinary portland cement, zeolite
60 parts of powder, 600 parts of ferronickel slag sand, 900 parts of river sand, 0.3 part of hydroxypropyl methyl cellulose, 1 part of slow setting early strength agent, polyoxyethylene nonylphenol ether-
10 0.2 parts.
The zeolite powder by natural zeolite powder is milled to 45um and tails over to be obtained less than 12%.
The ferronickel slag sand is to be crushed to sand grains diameter by the waste residue generated in smelting ferronickel alloy process to obtain less than 4.75mm
It arrives.
The slow setting early strength agent is made of sodium sulphate, calcium saccharate and dimethylethanolamine by weight 8:2:1.
Comparative example 4
A kind of low-cost environmental-protecting mortar, is made of the raw material of following parts by weight: 200 parts of ordinary portland cement, zeolite
60 parts of powder, 600 parts of ferronickel slag sand, 900 parts of river sand, 0.3 part of water-retaining admixture, 0.2 part of emulsifier op-10.
The zeolite powder by natural zeolite powder is milled to 45um and tails over to be obtained less than 12%.
The ferronickel slag sand is to be crushed to sand grains diameter by the waste residue generated in smelting ferronickel alloy process to obtain less than 4.75mm
It arrives.
The water-retaining admixture is by lignin fibre, carboxymethyl SE-cellulose ether and xanthan gum by weight 2:1:1
Composition.
Performance test
It is strong that mortar is carried out according to method as defined in JGJ/T 70-2009 " building mortar basic performance tests method standard "
The test of degree, consistency, delamination degree, tensile bond strength；According to quick alkali-silicon in GB/T 14684-2011 " building sand "
Sour reaction test method carries out expansion rate test.As a result it see the table below 1.
1 mortar performance test result of table
Claims (2)
1. a kind of low-cost environmental-protecting mortar, which is characterized in that be made of the raw material of following parts by weight: ordinary portland cement
150-230 parts, 30-80 parts of zeolite powder, 500-700 parts of ferronickel slag sand, 700-1000 parts of river sand, 0.2-0.5 parts of water-retaining admixture,
0.5-2 parts of slow setting early strength agent, 0.15-0.3 parts of emulsifier op-10；The water-retaining admixture is by lignin fibre, cellulose ether
It is formed with xanthan gum；The cellulose ether is carboxymethyl SE-cellulose ether；The lignin fibre is passed through by straw
Cross the organic fiber that chemical treatment obtains；The slow setting early strength agent by sodium sulphate, calcium saccharate and dimethylethanolamine by weight
It is formed than 1-9:1-3:1.
2. low-cost environmental-protecting mortar according to claim 1, which is characterized in that the water-retaining admixture is by lignin fibre
Dimension, carboxymethyl SE-cellulose ether and xanthan gum are formed by weight 1-3:1-2:1.
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| CN107915449B (en) * | 2017-12-14 | 2020-09-29 | 盐城工学院 | Dry-mixed masonry mortar and preparation method thereof |
| JP6759470B2 (en) * | 2018-01-10 | 2020-09-23 | 三井住友建設株式会社 | Mortar and its manufacturing method |
| CN110028943A (en) * | 2019-03-27 | 2019-07-19 | 深圳地球村环保产业有限公司 | A kind of preparation method of the compound water shutoff agent of saline-alkali tolerant |
| CN111362654B (en) * | 2020-03-19 | 2022-07-19 | 河南锦亿建材有限公司 | Dry-mixed mortar for stair treads and preparation method thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102515606A (en) * | 2012-01-09 | 2012-06-27 | 水利部交通运输部国家能源局南京水利科学研究院 | Concrete admixture capable of inhibiting alkali-silica reaction |
| CN103614938A (en) * | 2013-11-28 | 2014-03-05 | 苏州蓝王机床工具科技有限公司 | Novel lignin fiber production device |
| CN103626440A (en) * | 2013-12-04 | 2014-03-12 | 桂林理工大学 | Dry-mixed mortar prepared from hot furnace slag and preparation method of dry-mixed mortar |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN102515606A (en) * | 2012-01-09 | 2012-06-27 | 水利部交通运输部国家能源局南京水利科学研究院 | Concrete admixture capable of inhibiting alkali-silica reaction |
| CN103614938A (en) * | 2013-11-28 | 2014-03-05 | 苏州蓝王机床工具科技有限公司 | Novel lignin fiber production device |
| CN103626440A (en) * | 2013-12-04 | 2014-03-12 | 桂林理工大学 | Dry-mixed mortar prepared from hot furnace slag and preparation method of dry-mixed mortar |
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Denomination of invention: A Low cost Environmental friendly Mortar Effective date of registration: 20221128 Granted publication date: 20190910 Pledgee: Bank of Guangzhou Co.,Ltd. Xintang sub branch Pledgor: GUANGZHOU YINGDE CONSTRUCTION ENGINEERING Co.,Ltd. Registration number: Y2022980023828 |