CN111003999A - Hybrid nano particle enhanced ecological pervious concrete and preparation method thereof - Google Patents

Hybrid nano particle enhanced ecological pervious concrete and preparation method thereof Download PDF

Info

Publication number
CN111003999A
CN111003999A CN201911392462.1A CN201911392462A CN111003999A CN 111003999 A CN111003999 A CN 111003999A CN 201911392462 A CN201911392462 A CN 201911392462A CN 111003999 A CN111003999 A CN 111003999A
Authority
CN
China
Prior art keywords
parts
hybrid
pervious concrete
solution
nano
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
CN201911392462.1A
Other languages
Chinese (zh)
Other versions
CN111003999B (en
Inventor
顾越
夏锴伦
蒋林华
郭明志
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.)
Hohai University HHU
Original Assignee
Hohai University HHU
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 Hohai University HHU filed Critical Hohai University HHU
Priority to CN201911392462.1A priority Critical patent/CN111003999B/en
Publication of CN111003999A publication Critical patent/CN111003999A/en
Application granted granted Critical
Publication of CN111003999B publication Critical patent/CN111003999B/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
    • 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
    • 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
    • C04B2111/00017Aspects relating to the protection of the environment
    • 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
    • C04B2111/00Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
    • C04B2111/00474Uses not provided for elsewhere in C04B2111/00
    • C04B2111/0081Uses not provided for elsewhere in C04B2111/00 as catalysts or catalyst carriers
    • C04B2111/00827Photocatalysts
    • 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
    • C04B2111/20Resistance against chemical, physical or biological attack
    • 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
    • C04B2111/40Porous or lightweight materials
    • 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

Abstract

The invention discloses hybrid nanoparticle reinforced ecological pervious concrete and a preparation method thereof, wherein the ecological pervious concrete comprises 200-350 parts of cement, 15-60 parts of fly ash, 200-900 parts of broken stone, 200-800 parts of waste glass aggregate, 0.02-0.06 part of cellulose ether, 0.05-0.3 part of fatty alcohol emulsion, 3-15 parts of nano titanium dioxide, 12-25 parts of a hybrid nanoparticle solution and 60-120 parts of water; the preparation method of the concrete comprises the following steps: (1) uniformly mixing water, nano titanium dioxide and waste glass aggregate to obtain a mixture; (2) preparing a hybrid nanoparticle solution; (3) adding cement, fly ash, broken stone, cellulose ether, fatty alcohol emulsion and a hybrid nano particle solution into the mixture obtained in the step (1) and stirring; (4) and (3) pouring the product obtained in the step (2) into a mould, curing for 7-28 days, and demoulding to obtain the hybrid nano particle reinforced ecological pervious concrete. The concrete can improve the degradation effect of pervious concrete on pollutants, the corrosion resistance coefficient of the pervious concrete reaches 96%, the water permeability coefficient reaches 5.1mm/s, and the 28d compressive strength reaches 35.5 Mpa.

Description

Hybrid nano particle enhanced ecological pervious concrete and preparation method thereof
Technical Field
The invention relates to ecological pervious concrete and a preparation method thereof, and particularly relates to hybrid nano particle reinforced ecological pervious concrete and a preparation method thereof.
Background
Road pavement of the pervious concrete can realize rainwater penetration, reduce surface runoff and relieve urban heat island effect. The pervious concrete is a porous concrete material, and a skeleton-pore structure is formed by wrapping aggregate by cement slurry, wherein the aggregate is usually single-grain-diameter coarse aggregate. Because the hardened slurry among aggregates is thin, strength collapse is easy to occur in the service process, and in order to overcome the defect, component materials for improving the durability of the hardened slurry are usually required to be added. Meanwhile, the nano titanium dioxide has a certain degradation function on nitrogen oxides in air under the photocatalysis effect, so that the nano titanium dioxide is added into the pervious concrete in order to further improve the ecological environment-friendly performance of the pervious concrete and provide the pervious concrete with a function of purifying pollutants. However, for pervious concrete, most of light effects are concentrated on the surface of concrete due to the impermeability of cementing materials and traditional aggregates, and only reflection and scattering of inner hole walls are relied on, so that the intensity of introduced light is limited, and the integral purification function of pervious concrete is limited.
Disclosure of Invention
The purpose of the invention is as follows: the invention aims to provide the hybrid nano particle reinforced ecological pervious concrete which has good long-term performance and durability, good internal light-inducing effect and can fully play the degradation role of nano titanium dioxide; the invention also aims to provide a preparation method of the ecological pervious concrete.
The technical scheme is as follows: the invention relates to hybrid nano particle reinforced ecological pervious concrete, which comprises the following components in parts by weight: 200-350 parts of cement, 15-60 parts of fly ash, 200-900 parts of broken stone, 200-800 parts of waste glass aggregate, 0.02-0.06 part of cellulose ether, 0.05-0.3 part of fatty alcohol emulsion, 3-15 parts of nano titanium dioxide, 12-25 parts of hybrid nano particle solution and 60-120 parts of water.
Wherein the hybrid nano particle solution and the hybrid nano particle solution are prepared from an aminated nano silicon dioxide solution and a water reducing agent solution, the particle size of the amino nano silicon dioxide in the aminated nano silicon dioxide solution is 20-60 nm, the water reducing agent is added in the hybrid nano particle solution, the dispersion performance of the nano particles in slurry during stirring can be improved, and in the stirring stage and the hydration stage, the water reducing agent molecules falling off from the surfaces of the hybrid nano particles play roles in dispersing cement and optimizing the interface of a hydration product, the water reducing agent is a polycarboxylic acid water reducing agent, the cement is ordinary portland cement, the strength grade is 52.5, the fly ash is I-grade fly ash or II-grade fly ash, the crushed stone is single-stage-prepared, the particle size is 5-15 mm, the particle size of waste glass aggregate is 5-10 mm, the crystal form of the nano titanium dioxide is anatase, and the particle size is 10-80 nm.
The preparation method of the hybrid nano particle reinforced ecological pervious concrete comprises the following steps:
(1) uniformly mixing water, nano titanium dioxide and waste glass aggregate to obtain a mixture;
(2) preparing a hybrid nanoparticle solution;
(3) adding cement, fly ash, broken stone, cellulose ether, fatty alcohol emulsion and a hybrid nano particle solution into the mixture obtained in the step (1) and stirring;
(4) and (3) pouring the product obtained in the step (2) into a mould, curing for 7-28 days, and demoulding to obtain the hybrid nano particle reinforced ecological pervious concrete.
Wherein the step 2 for preparing the hybrid nano particle solution comprises the following steps:
(21) adding 15-20 parts of aminated nano-silica into 85-90 parts of water, and ultrasonically oscillating for 1-2 hours to obtain an aminated nano-silica solution;
(22) slowly dripping 10-12 parts of water reducing agent solution with the mass solubility of 10% -15% into the aminated nano silicon dioxide solution within 1-3 h, and uniformly stirring to obtain the hybrid nano particle solution.
Has the advantages that: compared with the prior art, the invention has the following remarkable advantages: 1. the waste glass aggregate has high transparency, can be used as a light-transmitting material to enhance the internal light intensity of the pervious concrete, is beneficial to the exertion of the photocatalysis effect of the nano titanium dioxide, and improves the degradation effect of the pervious concrete on pollutants; 2. the introduction of the high-dispersity hybrid nano particle reinforced cementing material component can make up the negative effects on the mechanical and durability properties of the pervious concrete caused by the doping of wastes, the corrosion resistance coefficient reaches 96%, the water permeability coefficient reaches 5.1mm/s, and the 28d compressive strength reaches 35.5 Mpa.
Detailed Description
Example 1
Taking raw materials: 300 parts of cement, 30 parts of fly ash, 800 parts of broken stone, 700 parts of waste glass aggregate, 0.02 part of cellulose ether, 0.1 part of fatty alcohol emulsion, 7 parts of nano titanium dioxide, 20 parts of hybrid nano particle solution and 90 parts of water. The cement is ordinary portland cement, and the strength grade is 52.5; the fly ash is I-grade fly ash; the crushed stone is in single-grade composition, and the particle size is 15 mm; the particle size of the waste glass aggregate is 10 mm; the crystal form of the nano titanium dioxide is anatase, and the particle size is 20 nm.
The preparation method of the hybrid nano particle solution comprises the following steps: adding 15 parts of aminated nano-silica into 85 parts of water, carrying out ultrasonic oscillation for 1h, slowly dripping 10 parts of water reducing agent solution with the mass solubility of 15% within 2h, and uniformly stirring to obtain the hybrid nano-particle solution. The particle size of the amino nano silicon dioxide is 20nm, and the water reducing agent is a polycarboxylic acid water reducing agent.
Preparing the hybrid nano particle reinforced ecological pervious concrete:
(1) mixing and stirring water, nano titanium dioxide and waste glass aggregate for 5min, standing for 10min, and stirring for 5 min;
(2) adding cement, fly ash, broken stone, cellulose ether, fatty alcohol emulsion and the hybrid nano particle solution into the mixture obtained in the step (1), and mixing and stirring for 3 min;
(3) and (3) pouring the product obtained in the step (2) into a mold, curing for 28 days under the conditions that the temperature is 25 ℃ and the humidity is 60%, and then demolding.
Example 2
Taking raw materials: 270 parts of cement, 50 parts of fly ash, 600 parts of broken stone, 700 parts of waste glass aggregate, 0.03 part of cellulose ether, 0.2 part of fatty alcohol emulsion, 6 parts of nano titanium dioxide, 18 parts of hybrid nano particle solution and 85 parts of water. The cement is ordinary portland cement, and the strength grade is 52.5; the fly ash is I-grade fly ash; the crushed stone is in single-grade composition, and the particle size is 15 mm; the particle size of the waste glass aggregate is 10 mm; the crystal form of the nano titanium dioxide is anatase, and the particle size is 30 nm.
The preparation method of the hybrid nano particle solution comprises the following steps: adding 15 parts of aminated nano-silica into 85 parts of water, carrying out ultrasonic oscillation for 1h, slowly dripping 10 parts of water reducing agent solution with the mass solubility of 15% within 1h, and uniformly stirring to obtain the hybrid nano-particle solution. The particle size of the amino nano silicon dioxide is 30nm, and the water reducing agent is a polycarboxylic acid water reducing agent.
Preparing the hybrid nano particle reinforced ecological pervious concrete:
(1) mixing and stirring water, nano titanium dioxide and waste glass aggregate for 3min, standing for 10min, and stirring for 5 min;
(2) adding cement, fly ash, broken stone, cellulose ether, fatty alcohol emulsion and the hybrid nano particle solution into the mixture obtained in the step (1), and mixing and stirring for 5 min;
(3) and (3) pouring the product obtained in the step (2) into a mold, curing for 28 days under the conditions that the temperature is 20 ℃ and the humidity is 50%, and then demolding.
Example 3
Taking raw materials: 300 parts of cement, 30 parts of fly ash, 500 parts of broken stone, 800 parts of waste glass aggregate, 0.03 part of cellulose ether, 0.2 part of fatty alcohol emulsion, 8 parts of nano titanium dioxide, 25 parts of hybrid nano particle solution and 95 parts of water. The cement is ordinary portland cement, and the strength grade is 52.5; the fly ash is II-grade fly ash; the crushed stone is in single-grade composition, and the particle size is 15 mm; the particle size of the waste glass aggregate is 10 mm; the crystal form of the nano titanium dioxide is anatase, and the particle size is 20 nm.
The preparation method of the hybrid nano particle solution comprises the following steps: adding 15 parts of aminated nano-silica into 85 parts of water, carrying out ultrasonic oscillation for 1h, slowly dripping 10 parts of water reducing agent solution with the mass solubility of 15% within 1.5h, and uniformly stirring to obtain a hybrid nano-particle solution; the particle size of the amino nano silicon dioxide is 20nm, and the water reducing agent is a polycarboxylic acid water reducing agent.
Preparing the hybrid nano particle reinforced ecological pervious concrete:
(1) mixing and stirring water, nano titanium dioxide and waste glass aggregate for 5min, standing for 10min, and stirring for 3 min;
(2) adding cement, fly ash, broken stone, cellulose ether, fatty alcohol emulsion and the hybrid nano particle solution into the mixture obtained in the step (1), and mixing and stirring for 5 min;
(3) and (3) pouring the product obtained in the step (2) into a mold, curing for 28 days under the conditions that the temperature is 25 ℃ and the humidity is 50%, and then demolding.
Example 4
Taking raw materials: 200 parts of cement, 15 parts of fly ash, 200 parts of broken stone, 200 parts of waste glass aggregate, 0.06 part of cellulose ether, 0.05 part of fatty alcohol emulsion, 3 parts of nano titanium dioxide, 12 parts of hybrid nano particle solution and 60 parts of water. The cement is ordinary portland cement, and the strength grade is 52.5; the fly ash is II-grade fly ash; the crushed stone is in single-grade composition, and the particle size is 15 mm; the particle size of the waste glass aggregate is 10 mm; the crystal form of the nano titanium dioxide is anatase, and the particle size is 20 nm.
The preparation method of the hybrid nano particle solution comprises the following steps: adding 15 parts of aminated nano-silica into 85 parts of water, carrying out ultrasonic oscillation for 1h, slowly dripping 10 parts of water reducing agent solution with the mass solubility of 15% within 1.5h, and uniformly stirring to obtain a hybrid nano-particle solution; the particle size of the amino nano silicon dioxide is 20nm, and the water reducing agent is a polycarboxylic acid water reducing agent.
Preparing the hybrid nano particle reinforced ecological pervious concrete:
(1) mixing and stirring water, nano titanium dioxide and waste glass aggregate for 5min, standing for 10min, and stirring for 3 min;
(2) adding cement, fly ash, broken stone, cellulose ether, fatty alcohol emulsion and the hybrid nano particle solution into the mixture obtained in the step (1), and mixing and stirring for 5 min;
(3) and (3) pouring the product obtained in the step (2) into a mold, curing for 28 days under the conditions that the temperature is 25 ℃ and the humidity is 50%, and then demolding.
Example 5
Taking raw materials: 350 parts of cement, 60 parts of fly ash, 900 parts of broken stone, 800 parts of waste glass aggregate, 0.03 part of cellulose ether, 0.3 part of fatty alcohol emulsion, 15 parts of nano titanium dioxide, 12 parts of hybrid nano particle solution and 120 parts of water. The cement is ordinary portland cement, and the strength grade is 52.5; the fly ash is II-grade fly ash; the crushed stone is in single-grade composition, and the particle size is 15 mm; the particle size of the waste glass aggregate is 10 mm; the crystal form of the nano titanium dioxide is anatase, and the particle size is 20 nm.
The preparation method of the hybrid nano particle solution comprises the following steps: adding 15 parts of aminated nano-silica into 85 parts of water, carrying out ultrasonic oscillation for 1h, slowly dripping 10 parts of water reducing agent solution with the mass solubility of 15% within 1.5h, and uniformly stirring to obtain a hybrid nano-particle solution; the particle size of the amino nano silicon dioxide is 20nm, and the water reducing agent is a polycarboxylic acid water reducing agent.
Preparing the hybrid nano particle reinforced ecological pervious concrete:
(1) mixing and stirring water, nano titanium dioxide and waste glass aggregate for 5min, standing for 10min, and stirring for 3 min;
(2) adding cement, fly ash, broken stone, cellulose ether, fatty alcohol emulsion and the hybrid nano particle solution into the mixture obtained in the step (1), and mixing and stirring for 5 min;
(3) and (3) pouring the product obtained in the step (2) into a mold, curing for 28 days under the conditions that the temperature is 25 ℃ and the humidity is 50%, and then demolding.
The performance of the concrete samples in examples 1 to 3 is detected, and the results are shown in table 1, wherein the detection method refers to CJJ/T135-2009 technical Specification for pervious cement concrete pavements and GB/T50082 test methods for testing the long-term performance and durability of ordinary concrete.
TABLE 1 test performance of examples 1 to 3
Item Example 1 Example 2 Example 3
Coefficient of water permeability (mm/s) 4.2 4.5 5.1
7d compressive strength (Mpa) 25.8 24.8 24.5
28d compressive strength (Mpa) 35.5 33.2 31.8
Erosion resistance coefficient (%) 96 92 95

Claims (7)

1. The hybrid nano particle reinforced ecological pervious concrete is characterized by comprising the following components in parts by weight: 200-350 parts of cement, 15-60 parts of fly ash, 200-900 parts of broken stone, 200-800 parts of waste glass aggregate, 0.02-0.06 part of cellulose ether, 0.05-0.3 part of fatty alcohol emulsion, 3-15 parts of nano titanium dioxide, 12-25 parts of hybrid nano particle solution and 60-120 parts of water.
2. The hybrid nanoparticle reinforced ecological pervious concrete according to claim 1, wherein the hybrid nanoparticle solution is prepared from an aminated nanosilica solution and a water-reducing agent solution.
3. The hybrid nanoparticle reinforced ecological pervious concrete according to claim 2, wherein the amino nano silica in the aminated nano silica solution has a particle size of 20-60 nm.
4. The hybrid nanoparticle reinforced ecological pervious concrete according to claim 2, wherein the water reducing agent is a polycarboxylic acid-based water reducing agent.
5. The hybrid nanoparticle reinforced ecological pervious concrete according to claim 1, wherein the cement is ordinary portland cement, the fly ash is class I fly ash or class II fly ash, the crushed stone is single-stage formula, the particle size is 5-15 mm, the particle size of the waste glass aggregate is 5-10 mm, the crystal form of the nano titanium dioxide is anatase, and the particle size is 10-80 nm.
6. The preparation method of the hybrid nanoparticle reinforced ecological pervious concrete of claim 1, characterized by comprising the following steps:
(1) uniformly mixing water, nano titanium dioxide and waste glass aggregate to obtain a mixture;
(2) preparing a hybrid nanoparticle solution;
(3) adding cement, fly ash, broken stone, cellulose ether, fatty alcohol emulsion and a hybrid nano particle solution into the mixture obtained in the step (1) and stirring;
(4) and (3) pouring the product obtained in the step (2) into a mould, curing for 7-28 days, and demoulding to obtain the hybrid nano particle reinforced ecological pervious concrete.
7. The method for preparing the hybrid nanoparticle reinforced ecological pervious concrete according to claim 6, wherein the step of preparing the hybrid nanoparticle solution in the step 2 comprises the following steps:
(21) adding 15-20 parts of aminated nano-silica into 85-90 parts of water, and ultrasonically oscillating for 1-2 hours to obtain an aminated nano-silica solution;
(22) slowly dripping 10-12 parts of water reducing agent solution with the mass solubility of 10% -15% into the aminated nano silicon dioxide solution within 1-3 h, and uniformly stirring to obtain the hybrid nano particle solution.
CN201911392462.1A 2019-12-30 2019-12-30 Hybrid nano particle enhanced ecological pervious concrete and preparation method thereof Active CN111003999B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201911392462.1A CN111003999B (en) 2019-12-30 2019-12-30 Hybrid nano particle enhanced ecological pervious concrete and preparation method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201911392462.1A CN111003999B (en) 2019-12-30 2019-12-30 Hybrid nano particle enhanced ecological pervious concrete and preparation method thereof

Publications (2)

Publication Number Publication Date
CN111003999A true CN111003999A (en) 2020-04-14
CN111003999B CN111003999B (en) 2021-11-26

Family

ID=70118204

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201911392462.1A Active CN111003999B (en) 2019-12-30 2019-12-30 Hybrid nano particle enhanced ecological pervious concrete and preparation method thereof

Country Status (1)

Country Link
CN (1) CN111003999B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115010422A (en) * 2021-12-03 2022-09-06 华北水利水电大学 Recycled aggregate pervious concrete based on waste glass particles, preparation method and modification identification method

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1749202A (en) * 2005-08-04 2006-03-22 上海交通大学 Method for preparing flyash water permeating road surface concrete
CN103664028A (en) * 2013-11-01 2014-03-26 西安理工大学 Method for dispersing nano silicon oxide powder into cement-based material
CN104710135A (en) * 2013-12-11 2015-06-17 河北建设集团有限公司 Permeable concrete and preparation method thereof
JP2016098167A (en) * 2014-11-18 2016-05-30 功 小島 Lithic modification function material
CN105693164A (en) * 2016-01-22 2016-06-22 东南大学 Aminosilane-modified ecological nano cementing material and preparation method thereof
CN107337375A (en) * 2016-12-07 2017-11-10 江苏苏博特新材料股份有限公司 A kind of concrete admixture and use a kind of its premixing pervious concrete
CN108164208A (en) * 2017-11-30 2018-06-15 广东工业大学 A kind of nano silicon dioxide regeneration concrete and preparation method thereof
JP2018104261A (en) * 2016-12-24 2018-07-05 功 小島 Invention relating to reflective light emitting function of concrete-based material
CN108546054A (en) * 2018-07-26 2018-09-18 北京宝辰联合科技股份有限公司 Permeable face layer mortar of a kind of high-strength automatically cleaning and preparation method thereof
CN110590250A (en) * 2019-09-11 2019-12-20 上海建工集团股份有限公司 Green pervious concrete and preparation method thereof

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1749202A (en) * 2005-08-04 2006-03-22 上海交通大学 Method for preparing flyash water permeating road surface concrete
CN103664028A (en) * 2013-11-01 2014-03-26 西安理工大学 Method for dispersing nano silicon oxide powder into cement-based material
CN104710135A (en) * 2013-12-11 2015-06-17 河北建设集团有限公司 Permeable concrete and preparation method thereof
JP2016098167A (en) * 2014-11-18 2016-05-30 功 小島 Lithic modification function material
CN105693164A (en) * 2016-01-22 2016-06-22 东南大学 Aminosilane-modified ecological nano cementing material and preparation method thereof
CN107337375A (en) * 2016-12-07 2017-11-10 江苏苏博特新材料股份有限公司 A kind of concrete admixture and use a kind of its premixing pervious concrete
JP2018104261A (en) * 2016-12-24 2018-07-05 功 小島 Invention relating to reflective light emitting function of concrete-based material
CN108164208A (en) * 2017-11-30 2018-06-15 广东工业大学 A kind of nano silicon dioxide regeneration concrete and preparation method thereof
CN108546054A (en) * 2018-07-26 2018-09-18 北京宝辰联合科技股份有限公司 Permeable face layer mortar of a kind of high-strength automatically cleaning and preparation method thereof
CN110590250A (en) * 2019-09-11 2019-12-20 上海建工集团股份有限公司 Green pervious concrete and preparation method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115010422A (en) * 2021-12-03 2022-09-06 华北水利水电大学 Recycled aggregate pervious concrete based on waste glass particles, preparation method and modification identification method

Also Published As

Publication number Publication date
CN111003999B (en) 2021-11-26

Similar Documents

Publication Publication Date Title
CN111377687A (en) Graphene oxide low-cement-consumption ultrahigh-performance concrete and preparation method thereof
CN113321467B (en) Internal curing low-shrinkage lightweight aggregate ultrahigh-performance concrete and preparation method thereof
CN106830987B (en) Artificial culture stone using stone waste slurry as raw material and preparation method thereof
CN113354367B (en) Light foam concrete for building based on fly ash
CN110627441B (en) Nanoparticle-reinforced light-transmitting ecological foam concrete and preparation method thereof
CN108164208A (en) A kind of nano silicon dioxide regeneration concrete and preparation method thereof
CN113105170B (en) 3D printing alkali-activated geopolymer composite material doped with kenaf bast fiber crop straw and preparation method thereof
CN111423180A (en) High-fluidity environment-friendly ultra-high-performance concrete and preparation method thereof
CN111170669A (en) Artificial recycled aggregate prepared from engineering waste soil and preparation method thereof
CN112390589A (en) Building garbage regeneration interlocking building block and preparation method thereof
CN111003999B (en) Hybrid nano particle enhanced ecological pervious concrete and preparation method thereof
CN113480278A (en) Red mud ceramsite-gold tailing sand-based colored brick and preparation method and application thereof
CN111807763A (en) Preparation method of alkali-activated pervious concrete
CN109456007B (en) Track laying C40 self-compacting concrete and preparation method thereof
CN110627473A (en) Phosphorus-silicon-magnesium-based special rapid-hardening material and preparation method thereof
CN114105572A (en) Basalt fiber reinforced active powder concrete cover plate and preparation method thereof
CN113233835A (en) Ceramic waste doped recycled concrete and preparation method thereof
CN115286327B (en) Quick-hardening micro-expansion high-crack-resistance maintenance material and preparation method thereof
CN113004011B (en) Calcium carbonate whisker ecological pervious concrete for road surface layer
CN114956676B (en) High-strength concrete containing marble saw mud and preparation method thereof
CN115490448B (en) Method for reducing self-shrinkage of ultra-high-performance concrete, high-strength concrete and high-strength mortar
KR100351943B1 (en) Manufacturing Methods of Permeable Block Using Slag and Waste Glass
CN110818357B (en) Waterproof anti-cracking fully-recycled aggregate foam building block based on macro-micro dual-pore structure and preparation method thereof
CN113004014A (en) Application of carboxylated nano-cellulose in pervious concrete, pervious concrete and preparation method thereof
CN109694221B (en) Light early-strength concrete 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
GR01 Patent grant
GR01 Patent grant