CN109369061A - A kind of pervious concrete additive and pervious concrete - Google Patents

A kind of pervious concrete additive and pervious concrete Download PDF

Info

Publication number
CN109369061A
CN109369061A CN201811226548.2A CN201811226548A CN109369061A CN 109369061 A CN109369061 A CN 109369061A CN 201811226548 A CN201811226548 A CN 201811226548A CN 109369061 A CN109369061 A CN 109369061A
Authority
CN
China
Prior art keywords
pervious concrete
parts
water
carbon nanotube
piperidines
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN201811226548.2A
Other languages
Chinese (zh)
Other versions
CN109369061B (en
Inventor
荆建军
肖力
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tonglu Dingli building materials Co.,Ltd.
Original Assignee
Dongguan University of Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Dongguan University of Technology filed Critical Dongguan University of Technology
Priority to CN201811226548.2A priority Critical patent/CN109369061B/en
Priority to CN202110381235.XA priority patent/CN113087436A/en
Publication of CN109369061A publication Critical patent/CN109369061A/en
Application granted granted Critical
Publication of CN109369061B publication Critical patent/CN109369061B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B40/00Processes, in general, for influencing or modifying the properties of mortars, concrete or artificial stone compositions, e.g. their setting or hardening ability
    • C04B40/0028Aspects relating to the mixing step of the mortar preparation
    • C04B40/0039Premixtures of ingredients
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B24/00Use of organic materials as active ingredients for mortars, concrete or artificial stone, e.g. plasticisers
    • C04B24/12Nitrogen containing compounds organic derivatives of hydrazine
    • C04B24/128Heterocyclic nitrogen compounds
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B28/00Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
    • C04B28/02Compositions 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
    • C04B28/04Portland cements
    • CCHEMISTRY; METALLURGY
    • C07ORGANIC CHEMISTRY
    • C07DHETEROCYCLIC COMPOUNDS
    • C07D211/00Heterocyclic compounds containing hydrogenated pyridine rings, not condensed with other rings
    • C07D211/04Heterocyclic compounds containing hydrogenated pyridine rings, not condensed with other rings with only hydrogen or carbon atoms directly attached to the ring nitrogen atom
    • C07D211/06Heterocyclic compounds containing hydrogenated pyridine rings, not condensed with other rings with only hydrogen or carbon atoms directly attached to the ring nitrogen atom having no double bonds between ring members or between ring members and non-ring members
    • C07D211/36Heterocyclic compounds containing hydrogenated pyridine rings, not condensed with other rings with only hydrogen or carbon atoms directly attached to the ring nitrogen atom having no double bonds between ring members or between ring members and non-ring members with hetero atoms or with carbon atoms having three bonds to hetero atoms with at the most one bond to halogen, e.g. ester or nitrile radicals, directly attached to ring carbon atoms
    • C07D211/40Oxygen atoms
    • C07D211/44Oxygen atoms attached in position 4
    • C07D211/46Oxygen atoms attached in position 4 having a hydrogen atom as the second substituent in position 4
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00241Physical properties of the materials not provided for elsewhere in C04B2111/00
    • C04B2111/00284Materials permeable to liquids
    • CCHEMISTRY; METALLURGY
    • C04CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
    • C04BLIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
    • C04B2201/00Mortars, concrete or artificial stone characterised by specific physical values
    • C04B2201/50Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength

Landscapes

  • Chemical & Material Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Organic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Inorganic Chemistry (AREA)
  • Compositions Of Macromolecular Compounds (AREA)
  • Curing Cements, Concrete, And Artificial Stone (AREA)

Abstract

The present invention discloses a kind of pervious concrete additive and using pervious concrete made of the additive, such pervious concrete additive is by parts by weight are as follows: 15~35 parts of redispersable latex powder, 15 ~ 25 parts of water-reducing agent, 5~10 parts of water-retaining agent, 8 ~ 15 parts of epoxy resin, carbon nanotube-glass fibre -10 ~ 20 parts of piperidines ionic liquid composite material, it is not only able to effectively enhance the cohesive force of cement slurry and aggregate using such pervious concrete additive, the working performance of pervious concrete can also be effectively improved, improve the intensity and coefficient of permeability of pervious concrete, extend the service life of pervious concrete.

Description

A kind of pervious concrete additive and pervious concrete
Technical field
The present invention relates to building material technical fields, and in particular to a kind of pervious concrete additive and pervious concrete.
Background technique
In Process of Urbanization Construction, the earth's surface of modern city is gradually covered by the hardening of the material water-proof materials such as building and concrete Lid, forms " the artificial desert " on ecology, convenient and fast means of transportation are laid with smooth road and bring in the trip to people While greatly convenience, great negative effect is also brought to the ecological environment in city in these fluid-tight road surfaces.
Firstly, traditional ground pavement it is emphasised that ground sturdy and durable and usability, but such paving is not Valuable natural precipitation is but largely passed through sewerage system with lower soil and underground water blocking, precipitation completely by water penetration Pipe network is discharged into the earth surface water sources such as rivers,lakes and seas, and the excessive of urban groundwater extracts in addition, leads to Urban Underground water level increasingly It is low, " funnel type " level of ground water geologically is formd, ground decline is caused, coastal area also results in inwelling, this The effective use of rainwater is just seriously affected, while rainwater is the drainage grade for first passing through ground when waterproof ground pavement rainfall Or ground shows that ditch is discharged into sewer, rainwater before entering sewer will the rainwash Jing Guo relatively long distance with just can enter city Lower drainage system.
The process makes the rainwater of initial relative clean dissolve in a large amount of urban surface pollutant, generates in this runoff process Secondary pollution, peripheral ground natural water is entered by sewerage system, has aggravated the pollution level of natural water, influence The growth of urban surface plant, destroys the urban surface ecological balance;Secondly the ground pavement of this surface compact is unfavorable for Alleviate the noise pollution in city, the noise mainly generated from road traffic;In the rainy day due to that cannot drain in time, road is caused Area water, is brought at phenomena such as making rainy day driving generate " drift slide ", " splashings ", " Night Glare " to pedestrian's trip and vehicle driving It is inconvenient;In addition it is this it is fluid-tight mat formation and surrounding cities building collective effect, will increase " tropical island effect " in city;There are also by Color in it is gloomy, lacks angry, modern city and is also referred to as " heat island of grey ".
One kind is needed to be able to satisfy pavement performance at present, while again can be comfortable for mankind's construction with natural environment coordinated growth The paving material of living environment;Permeable concrete is also known as celluar concrete, non-fine concrete, and permeable terrace is a kind of Environmental environment-friendly concrete, it is a kind of porous light concrete as made of aggregate, cement and water mixing, it is free of thin bone Material is mutually bonded by coarse aggregate surface cladding a thin layer cement slurry and forms the equally distributed honeycomb structure in hole, it is existing Certain intensity, and there is certain ventilative water permeability, it can be very good to alleviate the waterproof influence caused by environment of mating formation.
Nano material makes it have special performance in terms of structure, physics and chemical property, is current since size is small The hot spot of materialogy area research is described as " century most promising material " by scientists.
The present invention provides pervious concretes made of a kind of pervious concrete additive, have excellent Physical Mechanical Energy.
Summary of the invention
In response to the problems existing in the prior art, the purpose of the present invention is to provide a kind of pervious concrete additives and use should Pervious concrete made of additive is not only able to effectively enhance the cohesive force of cement slurry and aggregate using such additive, The workability of pervious concrete can also be effectively improved, improve the intensity and coefficient of permeability of pervious concrete, extend permeable coagulation The service life of soil.
To achieve the above object, the technical solution adopted by the present invention is that:
A kind of pervious concrete additive, is made of the raw material of following portions by weight: 15~35 parts of redispersable latex powder, diminishing 15 ~ 25 parts of agent, 5~10 parts of water-retaining agent, 8 ~ 15 parts of epoxy resin, carbon nanotube-glass fibre-piperidines ionic liquid composite material 10 ~ 20 parts.
Using pervious concrete additive of the invention, the performance indexes of pervious concrete can significantly improve, In: redispersable latex powder can increase the consistency of cement slurry, and cement slurry is made to be easier to be adhered on aggregate, to reduce Cement slurry flows into pervious concrete bottom, improves the coefficient of permeability of pervious concrete;Meanwhile redispersable latex powder can mention Cohesive force between high cement slurry body and aggregate, to improve the intensity of pervious concrete;Water-retaining agent is improving properties of Portland cement While, the later strength of pervious concrete can be enhanced;Water-reducing agent can then significantly improve the working performance of pervious concrete, lead to The working performance for adjusting pervious concrete using water-reducing agent is crossed, both reduces cement consumption, in turn ensures the work of pervious concrete Make performance, and avoids the problems such as coefficient of permeability caused by cement slurry is excessive or the ratio of mud is excessive is small or intensity is low;Carbon nanometer Pipe-glass fibre-piperidines ionic liquid composite material can be effectively improved the coefficient of permeability and compression strength of pervious concrete;This Outside, epoxy resin, carbon nanotube-glass fibre-pass through ionic bond, are total between piperidines ionic liquid composite material and other components The interaction such as valence link, hydrogen bond and Van der Waals force, can improve the stability of pervious concrete structure, improve compressive property.
Preferably, the ionic liquid is 1,3- bis- (4- hydroxyl -1- methyl)-piperidines bromide ionic liquid.
The present invention also provides the preparation method of 1,3-, bis- (- 1 methyl of 4- the hydroxyl)-piperidines bromide ionic liquid, steps It is as follows: 4- hydroxy-N-methvl piperidines being dissolved in toluene, adds 1,3- dibromopropane, 4- hydroxy-N-methvl piperidines and 1,3- bis- The molar ratio of N-Propyl Bromide is 1:0.4,80 DEG C of oil baths, be condensed back under nitrogen protection reaction 12h to get.
1,3- bis- (4- hydroxyl -1- methyl)-piperidines bromide ionic liquid purity that preparation method through the invention obtains And yield is very high, and preparation method is simple.
The present invention also provides the preparation methods of the carbon nanotube-glass fibre-piperidines ionic liquid composite material, including Following steps:
S1, the dry carbon nanotube and 1~1 × 10 of 1 ~ 10g is weighed3ML acid with strong oxidizing property mixing, in 100 ~ 120kHz ultrasonic wave Lower processing 2 ~ 4 hours, is then heated to 100 ~ 120 DEG C, is added 1 ~ 103G dry glass fibre, is stirred at reflux reaction 15~24 Hour, centrifuge separation, solid is washed with water to neutrality, is dried in vacuo at 40 DEG C to get multiple to carbon nanotube-glass fibre of acidification Condensation material;
S2, the carbon nanotube-glass fiber compound material being acidified obtained by step S1 is added to 0.01mol L-1NaOH solution In, solid-to-liquid ratio is (1.0-1.2) mg:1mL, stirs 2h, centrifugation, and solid is washed with water to neutrality, and vacuum drying is at 40 DEG C to get arriving Carbon nanotube-glass fiber compound material of Alkalized forms;
S3, by the carbon nanotube-glass of described 1,3- bis- (- 1 methyl of 4- the hydroxyl)-piperidines bromide ionic liquid and Alkalized forms The fibrous composite mass ratio of 1:8-12 in mass ratio is added in water, and 2h is stirred to react at 40 DEG C, and centrifuge separation, solid is used Washing, then at 40 DEG C be dried in vacuo to get.
Wherein, hydroxyl group being contained by the ionic liquid that the above method is prepared, structure is simple, low with fusing point, The ordinary organic solvents such as solvability is strong, vapour pressure is low and the peculiar property that water does not have, by (- 1 first of 4- hydroxyl of 1,3- bis- Base)-piperidines bromide ionic liquid as additive, on the one hand can be used as antifreezing agent, and enhancing pervious concrete is constructed in winter Pumpability, improve the endurance quality of pervious concrete, while good using ion liquid dissolving performance, can increase between each component Compatibility, improve the workability of pervious concrete.
Carbon nanotube-glass fibre-piperidines the ionic liquid composite material being prepared by the above method, makes glass fibers Dimension table face is grafted with carbon nanotube-piperidines ionic liquid, is modified fiberglass surfacing, glass fibre and cement can be improved Interface binding intensity between slurry, to improve pervious concrete compression strength;The lamella reticular structure of carbon nanotube simultaneously, than Surface area is big, and porosity is high, and the coefficient of permeability of pervious concrete on the one hand can be improved, on the other hand good using carbon nanotube Mechanical property, can be improved the curved drawing performance and impact resistance of pervious concrete, to further improve pervious concrete Performance extends the service life of pervious concrete;Pass through simultaneously with 1,3- bis- (- 1 methyl of 4- hydroxyl)-piperidines bromide ionic liquid Ionic bond combines and forms composite material, can effectively improve acidification carbon nanotube-glass fiber compound material dispersion performance, is allowed to It is evenly dispersed in system.
Preferably, the acid with strong oxidizing property is 1/100~100/1 molar ratio hydrogen peroxide and hydrochloric acid mixed solution.
Preferably, the water-retaining agent is kaolin, polyacrylamide 1:1 ~ 3 in mass ratio mix.
Preferably, the water-reducing agent by 6- hydroxyl -2- sodium naphthalene sulfonate, 2,6- di-t-butyl sodium naphthalene sulfonate 1:2 in mass ratio ~ 5 mix.
The present invention also provides pervious concretes made of the pervious concrete additive, by the raw material of following portions by weight Composition: 100~250 parts of cement, 900~1200 parts of stone, 20~50 parts of pervious concrete additive, 100~120 parts of water.
It is not only able to effectively enhance the bonding of cement slurry and aggregate according to pervious concrete made of above-mentioned parts by weight Power, intensity also with higher and coefficient of permeability, are able to extend the service life of pervious concrete.
Preferably, the cement is in portland cement or ordinary portland cement of the strength grade more than or equal to 42.5 Any one or combinations thereof.
Preferably, the size grading of the stone are as follows:
1≤partial size < 5mm 5-10%;
5≤partial size < 10mm 10-20%;
10≤partial size < 15mm 50-60%;
15≤partial size < 25mm 20-30%.
The stone is added in the preparation process of pervious concrete according to the above gradation mode, the lesser stone of partial size can It is partially fill in the biggish stone of partial size, so as to improve the pressure-proof and snap-resistent intensity of pervious concrete.
Compared with prior art, the beneficial effects of the present invention are:
(1) additive of the present invention adds carbon nanotube-glass fibre-piperidines ionic liquid composite material, utilizes modified glass The compression strength of pervious concrete can be improved in glass fiber;Piperidines ionic liquid can enhance the pumpable that pervious concrete is constructed in winter Property, improves the endurance quality of pervious concrete, while piperidines ion liquid dissolving performance is good, can increase compatible between each component Property, improve the workability of pervious concrete;The curved drawing performance and compression strength of pervious concrete can be improved in carbon nanotube, simultaneously Improve the water permeability of pervious concrete;It is made of carbon nanotube-glass fibre-piperidines ionic liquid composite material of the present invention Pervious concrete be not only able to effectively enhance cement slurry and aggregate cohesive force, additionally it is possible to significantly improve pervious concrete Intensity and coefficient of permeability extend the service life of pervious concrete;
(2) epoxy resin in pervious concrete additive of the present invention, carbon nanotube-glass fibre-piperidines ionic liquid are compound By the interaction such as ionic bond, covalent bond, hydrogen bond and Van der Waals force between material and other components, pervious concrete knot is improved The stability of structure, improves compressive property.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to embodiments, to the present invention It is further elaborated.
It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not intended to limit the present invention; Unless stated otherwise, the present invention uses reagent, method and apparatus is the art conventional reagents, method and apparatus.
The present invention will be further described With reference to embodiment.
In following embodiment, redispersable latex powder is provided, trade mark RE5044N by Germany watt gram;Cement model P.O 42.5。
Embodiment 1
One kind 1,3- bis- (- 1 methyl of 4- hydroxyl)-piperidines bromide ionic liquid is the preparation method is as follows: by 4- hydroxy-N-methvl piperazine Pyridine is dissolved in toluene, adds 1,3- dibromopropane, 4- hydroxy-N-methvl piperidines and 1, and the molar ratio of 3- dibromopropane is 1:0.4, 80 DEG C of oil baths, be condensed back under nitrogen protection reaction 12h to get.
The preparation method of the carbon nanotube-glass fibre-piperidines ionic liquid composite material, includes the following steps:
S1, it weighs the dry carbon nanotube of 1g and is mixed with 10mL acid with strong oxidizing property, handle 2 hours under 100kHz ultrasonic wave, so After be heated to 100 DEG C, the dry glass fibre of 100g is added, is stirred at reflux reaction 20 hours, centrifuge separation, solid be washed with water to Neutrality, vacuum drying is to get to carbon nanotube-glass fiber compound material of acidification at 40 DEG C;
S2, the carbon nanotube-glass fiber compound material being acidified obtained by step S1 is added to 0.01mol L-1NaOH solution In, solid-to-liquid ratio 1.2mg:1mL stirs 2h, centrifugation, and solid is washed with water to neutrality, is dried in vacuo at 40 DEG C to get alkalization shape is arrived Carbon nanotube-glass fiber compound material of formula;
S3, by the carbon nanotube-glass of described 1,3- bis- (- 1 methyl of 4- the hydroxyl)-piperidines bromide ionic liquid and Alkalized forms The fibrous composite mass ratio of 1:10 in mass ratio is added in water, and 1h is stirred to react at 40 DEG C, centrifuge separation, solid water Wash, then at 40 DEG C be dried in vacuo to get.
The acid with strong oxidizing property is that 1:100 is mixed in molar ratio for hydrogen peroxide and hydrochloric acid;The water-retaining agent is kaolinite Soil, polyacrylamide 1:2 in mass ratio are mixed;The water-reducing agent is by 6- hydroxyl -2- sodium naphthalene sulfonate, 2,6- di-t-butyl naphthalin Sodium sulfonate 1:3 in mass ratio is mixed.
The size grading of the stone are as follows:
1≤partial size < 5mm 5%;
5≤partial size < 10mm 15%;
10≤partial size < 15mm 50%;
15≤partial size < 25mm 30%.
The preparation (based on parts by weight) of pervious concrete additive: by 25 parts of redispersable latex powder, 20 parts of water-reducing agent, 8 parts of water-retaining agent, 10 parts of epoxy resin and above-mentioned resulting carbon nanotube-glass fibre-piperidines ionic liquid composite material are by weight Amount number takes 15 parts to be uniformly mixed to get pervious concrete additive.
The preparation (based on parts by weight) of pervious concrete: first by 200 parts of cement, 1000 parts of stone and obtained above Water pervious concrete additive takes in 30 parts of addition blenders and stirs 10min, adds 100 parts of water stirring 15min to get permeable Concrete.
Embodiment 2
The preparation method of one kind 1,3- bis- (4- hydroxyl -1- methyl)-piperidines bromide ionic liquid is same as Example 1.
The preparation method of the carbon nanotube-glass fibre-piperidines ionic liquid composite material, includes the following steps:
S1, it weighs the dry carbon nanotube of 1g and is mixed with 500mL acid with strong oxidizing property, handle 3 hours under 120kHz ultrasonic wave, so After be heated to 120 DEG C, the dry glass fibre of 1000g is added, is stirred at reflux reaction 24 hours, centrifuge separation, solid is washed with water To neutrality, it is dried in vacuo at 40 DEG C to get carbon nanotube-glass fiber compound material of acidification is arrived;
S2, the carbon nanotube-glass fiber compound material being acidified obtained by step S1 is added to 0.01mol L-1NaOH solution In, solid-to-liquid ratio 1.0mg:1mL stirs 2h, centrifugation, and solid is washed with water to neutrality, is dried in vacuo at 40 DEG C to get alkalization shape is arrived Carbon nanotube-glass fiber compound material of formula;
S3, by the carbon nanotube-glass of described 1,3- bis- (- 1 methyl of 4- the hydroxyl)-piperidines bromide ionic liquid and Alkalized forms The fibrous composite mass ratio of 1:12 in mass ratio is added in water, and 2h is stirred to react at 40 DEG C, centrifuge separation, solid water Wash, then at 40 DEG C be dried in vacuo to get.
The acid with strong oxidizing property is that 1:1 is formed in molar ratio for hydrogen peroxide and hydrochloric acid;The water-retaining agent is kaolin, poly- third Acrylamide 1:1 in mass ratio is mixed;The water-reducing agent is by 6- hydroxyl -2- sodium naphthalene sulfonate, 2,6- di-t-butyl sodium naphthalene sulfonate 1:2 is mixed in mass ratio.
The size grading of the stone are as follows:
1≤partial size < 5mm 10%;
5≤partial size < 10mm 10%;
10≤partial size < 15mm 60%;
15≤partial size < 25mm 20%.
The preparation (based on parts by weight) of pervious concrete additive: by 15 parts of redispersable latex powder, 25 parts of water-reducing agent, 10 parts of water-retaining agent, 15 parts of epoxy resin and above-mentioned resulting carbon nanotube-glass fibre-piperidines ionic liquid composite material are by weight Amount number takes 10 parts to be uniformly mixed to get pervious concrete additive.
The preparation (based on parts by weight) of pervious concrete: first by 100 parts of cement, 1200 parts of stone and obtained above Water coagulation soil additive takes in 20 parts of addition blenders and stirs 10min, adds 120 parts of water stirring 15min to get permeable coagulation Soil.
Embodiment 3
The preparation method of one kind 1,3- bis- (4- hydroxyl -1- methyl)-piperidines bromide ionic liquid is same as Example 1.
Steps are as follows for the preparation method of the carbon nanotube-glass fibre-piperidines ionic liquid composite material:
S1, the dry carbon nanotube and 10 of 1g is weighed3The mixing of mL acid with strong oxidizing property, handles 6 hours, so under 110kHz ultrasonic wave After be heated to 90 DEG C, the dry glass fibre of 1000g is added, is stirred at reflux reaction 15 hours, centrifuge separation, solid be washed with water to Neutrality, vacuum drying is to get to carbon nanotube-glass fiber compound material of acidification at 40 DEG C;
S2, the carbon nanotube-glass fiber compound material being acidified obtained by step S1 is added to 0.01mol L-1NaOH solution In, solid-to-liquid ratio 1.1mg:1mL stirs 2h, centrifugation, and solid is washed with water to neutrality, is dried in vacuo at 40 DEG C to get alkalization shape is arrived Carbon nanotube-glass fiber compound material of formula;
S3, by the carbon nanotube-glass of described 1,3- bis- (- 1 methyl of 4- the hydroxyl)-piperidines bromide ionic liquid and Alkalized forms The fibrous composite mass ratio of 1:8 in mass ratio is added in water, and 1h is stirred to react at 40 DEG C, centrifuge separation, solid water Wash, then at 40 DEG C be dried in vacuo to get.
The acid with strong oxidizing property is that 100:1 is formed in molar ratio for hydrogen peroxide and hydrochloric acid;The water-retaining agent is kaolin, gathers Acrylamide 1:3 in mass ratio is mixed;The water-reducing agent is by 6- hydroxyl -2- sodium naphthalene sulfonate, 2,6- di-t-butyl naphthalene sulfonic acids Sodium 1:5 in mass ratio is mixed.
The size grading of the stone are as follows:
1≤partial size < 5mm 5%;
5≤partial size < 10mm 20%;
10≤partial size < 15mm 50%;
15≤partial size < 25mm 25%.
The preparation (based on parts by weight) of pervious concrete additive: by 35 parts of redispersable latex powder, 15 parts of water-reducing agent, 5 parts of water-retaining agent, 8 parts of epoxy resin and above-mentioned resulting carbon nanotube-glass fibre-piperidines ionic liquid composite material are by weight Number takes 20 parts to be uniformly mixed to get pervious concrete additive.
The preparation (based on parts by weight) of pervious concrete: first by 250 parts of cement, 900 parts of stone and obtained above Water coagulation soil additive takes in 50 parts of addition blenders and stirs 10min, adds 120 parts of water stirring 15min to get permeable coagulation Soil.
Comparative example 1
The present embodiment provides a kind of pervious concrete (based on parts by weight), compared with Example 1, the difference is that, first will 300 parts of cement, 880 parts of stone and pervious concrete additive obtained above, which take in 60 parts of addition blenders, stirs 10min, then 90 parts of water stirring 15min are added to get pervious concrete.
Comparative example 2
The present embodiment provides a kind of pervious concrete (based on parts by weight), compared with Example 1, the difference is that, it is permeable The preparation (based on parts by weight) of concrete admixture: by 25 parts of redispersable latex powder, 20 parts of water-reducing agent, 8 parts of water-retaining agent, ring 25 parts of oxygen resin are uniformly mixed to get pervious concrete additive.
Comparative example 3
The present embodiment provides a kind of pervious concrete (based on parts by weight), compared with Example 1, the difference is that, it is permeable The preparation (based on parts by weight) of concrete admixture: by 25 parts of redispersable latex powder, 20 parts of water-reducing agent, 8 parts of water-retaining agent, ring 15 parts of carbon nanotube-glass fiber compound material of 10 parts of oxygen resin and acidification are uniformly mixed to get pervious concrete additive.
Comparative example 4
The present embodiment provides a kind of pervious concrete (based on parts by weight), compared with Example 1, the difference is that, it is permeable The preparation (based on parts by weight) of concrete admixture: by 25 parts of redispersable latex powder, 20 parts of water-reducing agent, 8 parts of water-retaining agent, ring 10 parts of oxygen resin and carbon nanotube -15 parts of piperidines ionic liquid composite material are uniformly mixed to get pervious concrete additive;
The carbon nanotube-piperidines ionic liquid composite material the preparation method is as follows:
S1, it weighs the dry carbon nanotube of 1g and is mixed with 10mL acid with strong oxidizing property, handle 2 hours under 100kHz ultrasonic wave, so After be heated to 100 DEG C, be stirred at reflux reaction 20 hours, centrifuge separation, solid is washed with water to neutrality, is dried in vacuo at 40 DEG C, i.e., The carbon nanotube being acidified;
S2, the carbon nanotube being acidified obtained by step S1 is added to 0.01mol L-1In NaOH solution, solid-to-liquid ratio 1.2mg: 1mL stirs 2h, centrifugation, and solid is washed with water to neutrality, is dried in vacuo at 40 DEG C to get the carbon nanotube of Alkalized forms is arrived;
S3, the carbon nanotube of (- 1 methyl of 4- the hydroxyl)-piperidines bromide ionic liquid of 1,3- bis- and Alkalized forms is pressed into matter It measures the mass ratio than 1:10 to be added in water, 1h is stirred to react at 40 DEG C, be centrifugated, solid is washed with water, then at 40 DEG C Vacuum drying to get.
Comparative example 5
The present embodiment provides a kind of pervious concrete (based on parts by weight), compared with Example 1, the difference is that, 1,3- The preparation method of two (- 1 methyl of 4- hydroxyl)-piperidines bromide ionic liquids, 4- hydroxy-N-methvl piperidines and 1,3- dibromopropane Molar ratio is 1:1, remaining is all the same with embodiment 1.
Comparative example 6
The present embodiment provides a kind of pervious concrete (based on parts by weight), compared with Example 1, the difference is that, it is described Carbon nanotube-glass fibre-piperidines ionic liquid composite material preparation method, 1,3- bis- (- 1 methyl of 4- hydroxyl)-in step S3 The carbon nanotube of piperidines bromide ionic liquid and Alkalized forms-glass fiber compound material mass ratio is 1:15.
Comparative example 7
The present embodiment provides a kind of pervious concrete (based on parts by weight), compared with Example 1, the difference is that, it is permeable The preparation (based on parts by weight) of concrete admixture: by 25 parts of redispersable latex powder, 20 parts of water-reducing agent, 8 parts of water-retaining agent and Carbon nanotube-glass fibre -25 parts of piperidines ionic liquid composite material is uniformly mixed to get pervious concrete additive.
Application examples
Conventional performance index test is carried out to the pervious concrete that embodiment 1 ~ 3 and comparative example 1 ~ 7 are prepared, as a result such as following table It is shown.
By upper table result it is found that implementing to be mixed with pervious concrete additive provided by the present invention in 1 ~ 3, the results showed that this Invent provided by pervious concrete additive can significantly improve the intensity of pervious concrete, and make pervious concrete have compared with High coefficient of permeability, and can be improved the freeze thawing resistance cycle-index of pervious concrete, to extend the use longevity of pervious concrete Life, and the performance of embodiment 1 is best;
Comparative example 1 change pervious concrete parts by weight proportion, every conventional performance index of pervious concrete under Drop, the parts by weight proportion for showing pervious concrete of the present invention rationally, can effectively improve the performance indicator of pervious concrete, extend The service life of pervious concrete;
2 pervious concrete additive of comparative example is not added with carbon nanotube-glass fibre-piperidines ionic liquid composite material, preparation Every conventional performance index of obtained pervious concrete reduces, and illustrates that carbon nanotube-glass fibre-piperidines ionic liquid is multiple Condensation material plays a key effect to the performance for improving pervious concrete;
3 pervious concrete of comparative example addition additive in composite material not with 1,3- bis- (- 1 methyl of 4- hydroxyl)-piperidines bromide Ionic liquid is compound, and every conventional performance index of pervious concrete significantly reduces, especially 28d chloride diffusion coefficient and anti- Freezing-thawing cycles illustrate (- 1 methyl of 4- the hydroxyl)-piperidines bromide ionic liquid of 1,3- bis- to the freeze proof of improvement pervious concrete And endurance quality plays an important role;
Composite material is without glass fibre in the additive of 4 pervious concrete of comparative example addition, the permeable coagulation that is thus prepared Every conventional performance index of soil significantly reduces, and the compression strength decline of especially pervious concrete is the most obvious, illustrates glass Fiber plays an important role to the compression strength for improving pervious concrete;
Comparative example 5 changes 4- hydroxy-N-methvl piperidines and 1 in ionic liquid preparation process, and the molar ratio of 3- dibromopropane can produce 4- hydroxyl-1- methyl-1-(3- bromopropyl)-piperidines bromide of hydroxy functional group is contained in raw a small amount of one end, thus ionic liquid with Active force between other components can weaken, and the every conventional performance index for the pervious concrete being thus prepared reduces;
Comparative example 6 changes (the 4- hydroxyl-of 1,3- bis- in carbon nanotube-glass fibre-piperidines ionic liquid composite material preparation method 1 methyl)-piperidines bromide ionic liquid and Alkalized forms carbon nanotube-glass fiber compound material mass ratio, be thus prepared into Every conventional performance index of the pervious concrete arrived reduces, especially 28d flexural tensile strength;
7 pervious concrete additive of comparative example is not added with epoxy resin, and the items for the pervious concrete being thus prepared are conventional Performance indicator significantly reduces, and the compression strength decline of especially pervious concrete is the most obvious, this may be due to without containing ring Oxygen resin reduces the viscosity of pervious concrete, and compression strength reduces.
The above, only of the invention illustrates embodiment, not to the present invention in any form with substantial limitation, It should be pointed out that for those skilled in the art, under the premise of not departing from the method for the present invention, that makes several changes It also should be regarded as protection scope of the present invention into supplement.
All those skilled in the art, without departing from the spirit and scope of the present invention, using being taken off above The equivalent variations of a little change, modification and differentiation that the technology contents shown are made is equivalent embodiment of the invention;Meanwhile Change, modification and the differentiation for any equivalent variations that all substantial technologicals according to the present invention do above-described embodiment, still belong to In protection scope of the present invention.

Claims (10)

1. a kind of pervious concrete additive, it is characterised in that: be made of the raw material of following portions by weight: redispersable latex powder 15~35 parts, 15 ~ 25 parts of water-reducing agent, 5~10 parts of water-retaining agent, 8 ~ 15 parts of epoxy resin, carbon nanotube-glass fibre-piperidines from 10 ~ 20 parts of sub- liquid composite.
2. a kind of pervious concrete additive according to claim 1, it is characterised in that: the ionic liquid is 1,3- bis- (4- hydroxyl -1- methyl)-piperidines bromide ionic liquid.
3. a kind of pervious concrete additive according to claim 2, it is characterised in that: 1,3-, bis- (the 4- hydroxyl -1 Methyl)-piperidines bromide ionic liquid the preparation method is as follows: 4- hydroxy-N-methvl piperidines is dissolved in toluene, add 1,3- bis- N-Propyl Bromide, 4- hydroxy-N-methvl piperidines and 1, the molar ratio of 3- dibromopropane are 1:0.4,80 DEG C of oil baths, are condensed under nitrogen protection Back flow reaction 12h to get.
4. a kind of pervious concrete additive according to claim 3, it is characterised in that: the carbon nanotube-glass fibers Dimension-piperidines ionic liquid composite material preparation method, includes the following steps:
S1, the dry carbon nanotube and 1~1 × 10 of 1 ~ 10g is weighed3ML acid with strong oxidizing property mixing, under 100 ~ 120kHz ultrasonic wave Processing 2 ~ 4 hours is then heated to 100 ~ 120 DEG C, is added 1 ~ 103G dry glass fibre, it is small to be stirred at reflux reaction 15~24 When, centrifuge separation, solid is washed with water to neutrality, is dried in vacuo at 40 DEG C to get compound to carbon nanotube-glass fibre of acidification Material;
S2, the carbon nanotube-glass fiber compound material being acidified obtained by step S1 is added to 0.01mol L-1In NaOH solution, Solid-to-liquid ratio is (1.0-1.2) mg:1mL, stirs 2h, centrifugation, and solid is washed with water to neutrality, is dried in vacuo at 40 DEG C to get alkali is arrived Carbon nanotube-glass fiber compound material of change form;
S3, by the carbon nanotube-glass of described 1,3- bis- (- 1 methyl of 4- the hydroxyl)-piperidines bromide ionic liquid and Alkalized forms The fibrous composite mass ratio of 1:8-12 in mass ratio is added in water, and 2h is stirred to react at 40 DEG C, and centrifuge separation, solid is used Washing, then at 40 DEG C be dried in vacuo to get.
5. a kind of pervious concrete additive according to claim 4, which is characterized in that the acid with strong oxidizing property is 1/ 100~100/1 molar ratio hydrogen peroxide and hydrochloric acid mixed solution.
6. a kind of pervious concrete additive according to claim 1, which is characterized in that the water-retaining agent be kaolin, Polyacrylamide 1:1 ~ 3 in mass ratio mix.
7. a kind of pervious concrete additive according to claim 6, which is characterized in that the water-reducing agent is by 6- hydroxyl- 2- sodium naphthalene sulfonate, 2,6- di-t-butyl sodium naphthalene sulfonate 1:2 ~ 5 in mass ratio mix.
8. pervious concrete made of pervious concrete additive described in claim 1, which is characterized in that the pervious concrete It is made of the raw material of following portions by weight: 100~250 parts of cement, 900~1200 parts of stone, pervious concrete additive 20~ 50 parts, 100~120 parts of water.
9. pervious concrete made of pervious concrete additive according to claim 8, it is characterised in that: the cement is Strength grade is more than or equal to any one in 42.5 portland cement or ordinary portland cement or combinations thereof.
10. pervious concrete made of pervious concrete additive according to claim 9, it is characterised in that: the stone Size grading are as follows:
1≤partial size < 5mm 5-10%;
5≤partial size < 10mm 10-20%;
10≤partial size < 15mm 50-60%;
15≤partial size < 25mm 20-30%.
CN201811226548.2A 2018-10-22 2018-10-22 Pervious concrete additive and pervious concrete Active CN109369061B (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
CN201811226548.2A CN109369061B (en) 2018-10-22 2018-10-22 Pervious concrete additive and pervious concrete
CN202110381235.XA CN113087436A (en) 2018-10-22 2018-10-22 Preparation method of pervious concrete admixture

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811226548.2A CN109369061B (en) 2018-10-22 2018-10-22 Pervious concrete additive and pervious concrete

Related Child Applications (1)

Application Number Title Priority Date Filing Date
CN202110381235.XA Division CN113087436A (en) 2018-10-22 2018-10-22 Preparation method of pervious concrete admixture

Publications (2)

Publication Number Publication Date
CN109369061A true CN109369061A (en) 2019-02-22
CN109369061B CN109369061B (en) 2021-11-26

Family

ID=65400635

Family Applications (2)

Application Number Title Priority Date Filing Date
CN201811226548.2A Active CN109369061B (en) 2018-10-22 2018-10-22 Pervious concrete additive and pervious concrete
CN202110381235.XA Withdrawn CN113087436A (en) 2018-10-22 2018-10-22 Preparation method of pervious concrete admixture

Family Applications After (1)

Application Number Title Priority Date Filing Date
CN202110381235.XA Withdrawn CN113087436A (en) 2018-10-22 2018-10-22 Preparation method of pervious concrete admixture

Country Status (1)

Country Link
CN (2) CN109369061B (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114933440A (en) * 2022-06-08 2022-08-23 宁波新力建材科技有限公司 Pervious concrete additive and pervious concrete
CN115477497A (en) * 2022-09-27 2022-12-16 赵康驭 Concrete curing agent capable of reducing water and improving strength and preparation method thereof
CN115784657A (en) * 2022-12-05 2023-03-14 南京腾恒新材料有限公司 Pervious concrete additive and pervious concrete

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115321870B (en) * 2022-08-05 2023-04-14 安徽皖科新科技发展有限公司 Special additive for lightweight concrete and preparation method thereof

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107686274A (en) * 2017-07-24 2018-02-13 中国十七冶集团有限公司 A kind of pervious concrete additive and pervious concrete

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107686274A (en) * 2017-07-24 2018-02-13 中国十七冶集团有限公司 A kind of pervious concrete additive and pervious concrete

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
张喜娥: "碳纳米管水泥基复合材料的力学性能和抗冻性能研究", 《硅酸盐通报》 *
张巨松: "《混凝土学》", 30 June 2017, 哈尔滨工业大学出版社 *
林建好等: "《土木工程材料》", 31 August 2017, 哈尔滨工程大学出版社 *

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114933440A (en) * 2022-06-08 2022-08-23 宁波新力建材科技有限公司 Pervious concrete additive and pervious concrete
CN114933440B (en) * 2022-06-08 2022-11-08 宁波新力建材科技有限公司 Pervious concrete additive and pervious concrete
CN115477497A (en) * 2022-09-27 2022-12-16 赵康驭 Concrete curing agent capable of reducing water and improving strength and preparation method thereof
CN115784657A (en) * 2022-12-05 2023-03-14 南京腾恒新材料有限公司 Pervious concrete additive and pervious concrete

Also Published As

Publication number Publication date
CN113087436A (en) 2021-07-09
CN109369061B (en) 2021-11-26

Similar Documents

Publication Publication Date Title
CN109369061A (en) A kind of pervious concrete additive and pervious concrete
CN107382358A (en) It is a kind of suitable for permeable alkali-slag concrete of Supporting Load Pavement and preparation method thereof
CN105924055B (en) A kind of pervious concrete with long-acting high permeability
KR101050206B1 (en) Mixed material of percolation color concrete having waterproof, and manufacturing method of percolation color concrete interlocking block for bicycle road and footpath using this
KR101001978B1 (en) Mixed material of color percolation concrete having waterproof and constructing method color percolation concrete using this
KR100953212B1 (en) Mortar composition of polymer cement and paving method using the same
CN107935467B (en) Straw fiber water-permeable concrete and preparation method thereof
CN106348691A (en) Long-life permeable concrete and production method thereof
CN107673699A (en) A kind of high-strength high permeability rate concrete and preparation method thereof
CN102875053B (en) construction method of compound type powder waterproof agent
CN107021696B (en) A kind of carboxylic styrene butadiene latex modified high impact pervious concrete and preparation method thereof
CN108529985A (en) A kind of preparation method of construction of the highway pervious concrete
CN106167382B (en) High anti-freezing pervious concrete composition
CN109111173B (en) Pervious concrete and preparation method thereof
Fang et al. Design, application and performance improvement of Eco-Permeable pavement materials (Eco-PPMs): A review
CN108975781A (en) A kind of concrete admixture and concrete
CN108726949A (en) A kind of high-strength water-permeable concrete and preparation method thereof
CN106220050B (en) High-strength permeable fiber concrete
CN109574595A (en) A kind of C40 grades of freeze thawing resistance steel slag permeable concrete
CN109516731A (en) The production technology of inorganic water-permeable and water retention environmental protection brick
CN106186928B (en) Anticorrosive pervious concrete
CN108558314A (en) A kind of pervious concrete of fibre reinforced and preparation method thereof
CN106673487A (en) Pervious mortar stabilizer for sponge city and preparation method of pervious mortar stabilizer
CN106242440A (en) High intensity pervious concrete and preparation method thereof
CN109369085A (en) Sponge urban ecology permeable pavement brick and preparation method thereof

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
TA01 Transfer of patent application right

Effective date of registration: 20211028

Address after: 311500 Fu Chun Jiang Zhen Shang Si Cun, Tonglu County, Hangzhou City, Zhejiang Province

Applicant after: Tonglu Dingli building materials Co.,Ltd.

Address before: Room 12n301, machinery building, Dongguan Institute of technology, No.1 Daxue Road, Songshan Lake high tech Industrial Development Zone, Dongguan City, Guangdong Province

Applicant before: DONGGUAN University OF TECHNOLOGY

TA01 Transfer of patent application right
GR01 Patent grant
GR01 Patent grant