Iron-carbon composite material, preparation method thereof and use therefor
11697595 · 2023-07-11
Assignee
Inventors
Cpc classification
C01P2004/61
CHEMISTRY; METALLURGY
C02F1/288
CHEMISTRY; METALLURGY
C01B32/324
CHEMISTRY; METALLURGY
C02F1/68
CHEMISTRY; METALLURGY
International classification
C02F1/68
CHEMISTRY; METALLURGY
Abstract
An iron-carbon composite material and a preparation method thereof are disclosed. The iron-carbon composite material includes a three-layer core-shell structure, which successively includes a porous graphite carbon outer layer, an iron carbide intermediate layer and a nano zero-valent iron core from outside to inside. The present invention wraps nano zero-valent iron in porous graphite carbon and iron carbide, which can prevent the oxidation of nano zero-valent iron, while iron carbide effectively improves the ability to fix arsenic, realizing high efficiency and long-term use of nano zero-valent iron. Iron carbide may effectively adsorb and fix arsenic, and especially efficiently oxidize As(III) to relatively low-toxic As(V).
Claims
1. A method for preparing an iron-carbon composite material, wherein the iron-carbon composite material has a three-layer core-shell structure, comprising a porous graphite carbon outer layer, an iron carbide intermediate layer, and a nano zero-valent iron core in sequence from outside to inside, the method comprising the following steps: (1) soaking a biomass in a mixed solution of base and sulfite to carry out a first hydrothermal reaction; mixing the product obtained in the first hydrothermal reaction with an H.sub.2O.sub.2 solution, and carrying out a second hydrothermal reaction to obtain an activated biomass; (2) immersing the activated biomass in an iron salt solution to obtain a biomass adsorbed with iron ions; and (3) reducing the biomass adsorbed with iron ions to obtain the iron-carbon composite material.
2. The method according to claim 1, wherein in the mixed solution of base and sulfite of step (1), the concentration of the base is 1-3 M.
3. The method according to claim 1, wherein in step (2), the concentration of the iron salt solution is 0.02-0.5 M.
4. The method according to claim 1, wherein in step (3), the reduction is pyrolysis reduction.
5. The method of claim 4, wherein the pyrolysis reduction comprises: under a protective atmosphere, heating the biomass adsorbed with iron ions.
6. The method of claim 5, wherein the temperature of the heating is ≥800° C.
7. The method of claim 5, wherein the temperature of the heating is 800-1000° C.
8. The method of claim 1, wherein in the mixed solution of base and sulfite of step (1), the concentration of the sulfite is 0.05-1 M.
9. The method of claim 1, wherein in step (2), the concentration of the iron salt solution is 0.1-0.5 M.
10. An iron-carbon composite material prepared according to the method of claim 1.
11. The iron-carbon composite material according to claim 10, wherein the porous graphite carbon has a particle size of 10-100 μm.
12. The iron-carbon composite material according to claim 10, wherein the particle size of the nano zero-valent iron is 30-80 nm.
13. The iron-carbon composite material according to claim 10, wherein the total content of the iron carbide and nano zero-valent iron in the iron-carbon composite material is 5%-55%.
14. The iron-carbon composite material according to claim 10, wherein the total content of the iron carbide and nano zero-valent iron in the iron-carbon composite material is 20%-51%.
15. The iron-carbon composite material according to claim 10, wherein the total content of the iron carbide and nano zero-valent iron in the iron-carbon composite material is 24%-25%.
16. A method of oxidation and/or passivation of a heavy metal comprising mixing the iron-carbon composite material according to claim 10 with water comprising a heavy metal and/or soil comprising a heavy metal.
17. The method according to claim 16, further comprising the following steps: adding the iron-carbon composite material to a As(III) polluted solution or As(III) polluted soil suspension to be treated, and reacting for a period of time.
18. The method of claim 16, wherein the heavy metal is in soil and water.
19. The method of claim 16, wherein the heavy metal comprises one or more of arsenic, cadmium, and/or lead.
20. The method of claim 16, wherein the heavy metal is arsenic.
Description
BRIEF DESCRIPTION OF THE DRAWINGS
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
(10)
DETAILED DESCRIPTION
(11) The technical solution of the present invention will be further described below in conjunction with specific embodiments.
Example 1
(12) This example provides an iron-carbon composite material which wraps nano zero-valent iron by porous graphite carbon and iron carbide, and its preparation method includes the following steps: (1) Biomass pretreatment (1-1) Soak 1.2 g of ground (particle size less than 2 mm) dried wood biomass (Balsa wood) in 50 mL of 2.5 M NaOH and 0.4 M Na.sub.2SO.sub.3 mixed solution, stir evenly, transfer to a reactor, and keep it at 100° C. for 10 h; after the reaction, cool down to room temperature and rinse with deionized water. (1-2) Place the above-reacted biomass in 50 mL of 2.5 M H.sub.2O.sub.2 solution, transfer to the reactor, and heat to 100° C. for 6 h. (1-3) Take out the wood biomass after the reaction in step (1-2) and freeze-dry it to obtain activated wood biomass. (2) Preparation of iron-carbon composite material (2-1) Place the activated wood biomass in 50 mL of Fe(NO.sub.3).sub.3.9H.sub.2O solution with a certain concentration (0.02, 0.05, 0.2 or 0.3 M), sonicate for 1 h, and then shake for 10 h to allow fully adsorption of Fe(III) by the activated wood biomass. (2-2) Take out the wood biomass fully adsorbed with Fe(III), freeze-dry it under vacuum, and collect the dried solid. (2-3) Place the wood biomass fully adsorbed with Fe(III) in a vacuum tube furnace, and heat to a certain temperature (400, 600, 800 or 1000° C.) in a nitrogen atmosphere, wherein the temperature is raised at a speed of 10° C./min; keep the temperature for 1 h, then stop heating, cool down to room temperature, and take out the material for later use.
(13) According to different preparation conditions, a series of iron-carbon composite materials were obtained, as shown in Table 1 with serial numbers 1-7.
(14) TABLE-US-00001 TABLE 1 Step (2-1) step (2-3) iron salt conc. pyrolysis temp. Iron-carbon No. Step (2-1) iron salt (M) (° C.) composite material Iron load 1 Fe(NO.sub.3).sub.3•9H.sub.2O 0.2 400 Fe/C400 / 2 Fe(NO.sub.3).sub.3•9H.sub.2O 0.2 600 Fe/C600 / 3 Fe(NO.sub.3).sub.3•9H.sub.2O 0.2 800 Fe/C800[Fe/C800(0.2)] 24.9 wt % 4 Fe(NO.sub.3).sub.3•9H.sub.2O 0.2 1000 Fe/C1000 / 5 Fe(NO.sub.3).sub.3•9H.sub.2O 0.02 800 Fe/C800(0.02) 8.4 wt % 6 Fe(NO.sub.3).sub.3•9H.sub.2O 0.05 800 Fe/C800(0.05) 17.8 wt % 7 Fe(NO.sub.3).sub.3•9H.sub.2O 0.3 800 Fe/C800(0.3) 50.1 wt % 8 FeCl.sub.3•6H.sub.2O 0.2 800 Fe/C800(FeCl.sub.3) /
(15) (1) The effect of different pyrolysis temperatures on the structure of iron-carbon composite materials and the adsorption of trivalent arsenic
(16) (1) Structural Characterization
(17) The XRDs of Fe/C400, Fe/C600, Fe/C800, Fe/C1000 prepared at different pyrolysis temperatures are shown in
(18) The SEM and TEM images of Fe/C800 are shown in
(19) (2) Adsorption Performance of Trivalent Arsenic Step 1): Prepare trivalent arsenic solutions with a concentration of 5 and 10 mg/L, wherein the solvent is deionized water. Step 2): Use Fe/C400, Fe/C600, Fe/C800, Fe/C1000 for trivalent arsenic adsorption kinetics experiment, wherein the material amount is 0.5 g/L, the reaction system is 20 mL, and the initial concentration of trivalent arsenic is 5 mg/L. The initial pH of the trivalent arsenic solutions is adjusted to 3.5 with 0.1 M HCl, and the reaction is carried out in a 50 ml centrifuge tube. Step 3): start timing after adding the material, sample at specified time, which is respectively 0, 5, 10, 30, 60, 120, 240, 360, and 480 min. Step 4): After the reaction, filter the reaction mixture through a 0.22 μm water film, measure the concentration of trivalent arsenic in the filtrate, and calculate the removal rate. The result is shown in
(20) (2) The effect of different iron loadings on the structure of iron-carbon composite materials and the adsorption of trivalent arsenic
(21) (1) Structural Characterization
(22) The XRDs of Fe/C800 (0.02), Fe/C800 (0.05), Fe/C800 (0.2) and Fe/C800 (0.3) prepared with different iron salt concentrations are shown in
(23) After testing, the iron loadings in Fe/C800(0.02), Fe/C800(0.05), Fe/C800(0.2) and Fe/C800(0.3) are 8.4 wt %, 17.8 wt %, 24.9 wt %, and 50.1 wt %, respectively.
(24) (2) Adsorption Performance of Trivalent Arsenic Step 1): Prepare a trivalent arsenic solution with a concentration of 5 mg/L, wherein the solvent is deionized water. Step 2): Add the prepared Fe/C800 (0.02), Fe/C800 (0.05), Fe/C800 (0.2) and Fe/C800 (0.3) with different iron loadings for trivalent arsenic adsorption kinetics experiments, wherein the material amount is 0.5 g/L, and the reaction system is 20 mL. The initial pH of the trivalent arsenic solution is adjusted to 3.5 with 0.1M HCl, and the reaction is carried out in a 50 ml centrifuge tube. Step 3): After reacting for 480 min, filter the reaction mixture through a 0.22 μm water film, measure the concentration of trivalent arsenic in the filtrate, and calculate the removal rate.
(25) The As(III) adsorption amount is normalized to the iron content, and the adsorption amounts of As(III) by the iron-carbon composite materials with different iron loadings are shown in
(26) TABLE-US-00002 TABLE 2 Iron-carbon As(III) Adsorption composite material Iron loading amount (mg/kg•Fe) Fe/C800(0.02) 8.4 wt % 20.66 Fe/C800(0.05) 17.8 wt % 17.74 Fe/C800[Fe/C800(0.2)] 24.9 wt % 64.95 Fe/C800(0.3) 50.1 wt % 40.00
(27) The results show that with the increase of iron loading, the adsorption amount of As(III) by the iron-carbon composite material changes greatly, wherein the adsorption amount of As(III) is the largest when the iron content is 24.9%.
Comparative Example 1
(28) This comparative example provides an iron-carbon composite material [Fe/C800(FeCl.sub.3)]. The preparation method differs from the Fe/C800 of Example 1 mainly in that the 0.2 M Fe(NO.sub.3).sub.3.9H.sub.2O solution in Example 1 is replaced with FeCl.sub.3.6H.sub.2O of the same concentration, while the other operations are the same as for the preparation of Fe/C800. See Table 1 for details.
(29) The XRD of Fe/C800(FeCl.sub.3) is shown in
(30) According to the method of Example 1, add Fe/C800(FeCl.sub.3) and Fe/C800 to 10 mg/L of As(III) solution respectively. The adsorption capacity of Fe/C800(FeCl.sub.3) to As(III) is 2.2 mg/g, which is significantly lower than Fe/C800 made from Fe(NO.sub.3).sub.3.9H.sub.2O, as shown in
Comparative Example 2
(31) This comparative example provides an iron-carbon composite material, the preparation method of which is different from the Fe/C800 of Example 1 mainly in that no biomass pretreatment is performed.
(32) Specifically, the preparation method of the iron-carbon composite material of this comparative example includes the following steps: (1) Add 1.2 g of ground and dried wood biomass (balsa wood) in 50 mL of 0.2 M Fe(NO.sub.3).sub.3.9H.sub.2O solution, sonicate for 1 h, and then shake for 10 h. (2) Take out the wood biomass fully adsorbed with Fe(III), freeze-dry it under vacuum, and collect the dried solid. (3) Place the wood biomass fully adsorbed with Fe(III) in a vacuum tube furnace; under a nitrogen atmosphere, increase the temperature to 800° C. at a speed of 10° C./min, and keep it for 1 hour; stop heating, cool down to room temperature, and take out the material, which is marked as Fe/C800-unpretreated-1 h.
(33) The Fe/C800-unpretreated-1 h XRD is shown in
(34) According to the method of Example 1, add Fe/C800-unpretreated-1 h and FeC800 to 10 mg/L of As(III) solution respectively, wherein the adsorption capacity of Fe/C800-unpretreated-1 h to As(III) is 6.74 mg/g, which is significantly lower than the Fe/C800 prepared with pretreatment. As shown in
Comparative Example 3
(35) This comparative example provides a biochar (C), a biochar loaded with nano zero-valent iron composite material (BC/nZVI), and an activated carbon loaded with nano zero-valent iron (AC/nZVI).
(36) Among them, the biochar (C) is made by pyrolyzing the same wood biomass as in Example 1 at 800° C. under N.sub.2 atmosphere in a vacuum tube furnace; BC/nZVI is made by synthesizing zero-valent iron through NaBH.sub.4 and loading it on the surface of the biochar. The specific preparation method is as follows.
(37) (1) Preparation of Biochar (C)
(38) Add 1.2 g of ground and dried wood biomass (Balsa wood) into a vacuum tube furnace, introduce N.sub.2, and pyrolyze at 800° C. for 1 h with a temperature rising rate of 10° C./min.
(39) (2) Preparation of Biochar Loaded with Nano Zero-Valent Iron Composite Material (BC/nZVI)
(40) Add 0.45 g of the biochar prepared in (1) and FeSO.sub.4.7H.sub.2O (0.75 g) into 100 mL of anaerobic water, sonicate and stir for 30 min, then add a solution prepared by adding 0.2 g of NaBH.sub.4 to 20 mL of deionized water, so as to reduce Fe(II) to Fe.sup.0. The whole process is carried out in a nitrogen atmosphere. After continuous stirring for 30 minutes, wash the product with absolute ethanol for 3 times and dry for later use.
(41) The iron content in the prepared BC/nZVI is about 25%, which is consistent with FeC/800.
(42) (3) Preparation of Activated Carbon Loaded with Nano Zero-Valent Iron (AC/nZVI)
(43) The preparation method of AC/nZVI is similar to that of BC/nZVI. The difference is that the biochar is replaced with activated carbon of equal quality. The activated carbon is commercial activated carbon (AC, purchased from Guangzhou Chemical Reagent Factory).
(44) The biochar, BC/nZVI and AC/nZVI prepared in this comparative example are applied in As(III) removal. As a comparison, Fe/C800 of Example 1 and commercial nano zero-valent iron (nZVI, particle size is 50 nm) are used to carry out the same experiment as follows:
(45) (1) The Stability and Long-Term Effect of Different Materials on the Removal of As(III) Step 1): Prepare a trivalent arsenic solution with a concentration of 5 mg/L, wherein the solvent is deionized water. Step 2): In order to verify the stability and long-term effect of the material, add Fe/C800, BC/nZVI and nZVI respectively in 30 mL of deionized water and stir for 24 h. Step 3): After stirring, take out the material and add it in the trivalent arsenic solution, use 0.1M HCl to adjust the initial pH of the trivalent arsenic solution to 3.5, wherein the material amount is 0.5 g/L, the reaction system is 20 mL; and react in a 50 ml centrifuge tube. Step 4): After reacting for 0, 5, 10, 30, 60, 120, 240, and 360 min, filter the reaction mixture through a 0.22 μm water film, measure the concentration of trivalent arsenic in the filtrate, and calculate the removal rate. The result is as shown in
(46) It can be seen from
(47) (2) The Oxidation Ability of Different Materials to As(III) Step 1): Prepare a trivalent arsenic solution with a concentration of 5 mg/L, wherein the solvent is deionized water. Step 2): Take Fe/C600, Fe/C800, BC/nZVI and AC/nZVI for trivalent arsenic adsorption kinetics experiment, where the composite material amount is 0.5 g/L, and the reaction system is 20 mL. The initial pH of the trivalent arsenic solution is adjusted to 3.5 with 0.1M HCl, and the reaction is carried out in a 50 ml centrifuge tube. Step 3): After 480 min of reaction, remove the supernatant by centrifugation, take out and freeze dry the reacted material. Then the frozen material is used for XPS determination to analyze the relative content of As(III) and As(V) on the surface of the material. The result is shown in
(48) The results show that the oxidation ability of Fe/C800 to As(III) is much higher than that of Fe/C600 (67%), BC/nZVI (50%) and AC/nZVI (42%), indicating that it has the strongest oxidation ability. Fe/C800 has a surface As (V) content of up to 94%.
(49) (3) Fixation of Arsenic in Soil with Different Materials Step 1): Dry the arsenic polluted paddy soil, and grind it through a 2 mm sieve. Use deionized water to prepare a 0.5 M NaHCO.sub.3 solution. Step 2): Take Fe/C800, biochar, BC/nZVI and nZVI for soil arsenic fixation experiments, wherein the water-soil ratio is 10:1, the reaction system is 20 mL, and the material amount is 1 g/L. Culture them in 50 mL vials, firstly under anaerobic condition for 7 days, and then under aerobic condition for 20 days to simulate anaerobic and aerobic conditions of paddy soil. Step 3): After culturing, centrifuge to remove the supernatant, then add 1 g of the soil in a 50 mL centrifuge tube, and add 30 mL of 0.5 M NaHCO.sub.3 solution, followed by shaking for 16 h at 25° C. Step 4): Centrifuge after shaking, filter the supernatant through a 0.22 μm water film, measure the concentration of arsenic in the filtrate, and calculate the concentration of available arsenic in the soil after different treatments. The results are shown in
(50) The contents of available arsenic in the soil treated with different materials are: Fe/C800 (5.98 mg/kg)<BC/nZVI (10.72 mg/kg)<nZVI (10.96 mg/kg)<Biochar (11.19 mg/kg)<blank control (12.16 mg/kg). The results show that Fe/C800 has the strongest ability to fix arsenic in soil and has outstanding advantages.
(51) The above-mentioned embodiments are preferred embodiments of the present invention, but the embodiments of the present invention are not limited by the above-mentioned embodiments, and any other changes, modifications, substitutions, combinations, and simplifications made without departing from the spirit and principle of the present invention all should be equivalent replacement methods, and they are all included in the protection scope of the present invention.