CN113060981A - Iron-nickel fiber reinforced cement-based electromagnetic wave absorbing material and preparation method thereof - Google Patents
Iron-nickel fiber reinforced cement-based electromagnetic wave absorbing material and preparation method thereof Download PDFInfo
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- CN113060981A CN113060981A CN202110349048.3A CN202110349048A CN113060981A CN 113060981 A CN113060981 A CN 113060981A CN 202110349048 A CN202110349048 A CN 202110349048A CN 113060981 A CN113060981 A CN 113060981A
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- 239000004568 cement Substances 0.000 title claims abstract description 127
- 239000000835 fiber Substances 0.000 title claims abstract description 122
- UGKDIUIOSMUOAW-UHFFFAOYSA-N iron nickel Chemical compound [Fe].[Ni] UGKDIUIOSMUOAW-UHFFFAOYSA-N 0.000 title claims abstract description 62
- 239000011358 absorbing material Substances 0.000 title claims abstract description 31
- 238000002360 preparation method Methods 0.000 title claims description 17
- 239000000463 material Substances 0.000 claims abstract description 107
- 229910001030 Iron–nickel alloy Inorganic materials 0.000 claims abstract description 65
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 53
- 238000003756 stirring Methods 0.000 claims abstract description 34
- 239000004576 sand Substances 0.000 claims abstract description 30
- 238000000034 method Methods 0.000 claims abstract description 25
- 238000007580 dry-mixing Methods 0.000 claims abstract description 23
- 238000005507 spraying Methods 0.000 claims abstract description 3
- 238000010276 construction Methods 0.000 claims abstract 2
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 29
- PXHVJJICTQNCMI-UHFFFAOYSA-N Nickel Chemical compound [Ni] PXHVJJICTQNCMI-UHFFFAOYSA-N 0.000 claims description 28
- 229910052742 iron Inorganic materials 0.000 claims description 14
- 229910052759 nickel Inorganic materials 0.000 claims description 14
- VYZAMTAEIAYCRO-UHFFFAOYSA-N Chromium Chemical compound [Cr] VYZAMTAEIAYCRO-UHFFFAOYSA-N 0.000 claims description 13
- 229910052804 chromium Inorganic materials 0.000 claims description 13
- 239000011651 chromium Substances 0.000 claims description 13
- 239000000203 mixture Substances 0.000 claims description 5
- 238000010521 absorption reaction Methods 0.000 abstract description 77
- 239000012779 reinforcing material Substances 0.000 abstract description 2
- 239000003638 chemical reducing agent Substances 0.000 abstract 4
- 239000006096 absorbing agent Substances 0.000 abstract 1
- 238000005266 casting Methods 0.000 abstract 1
- 239000003795 chemical substances by application Substances 0.000 abstract 1
- 238000002310 reflectometry Methods 0.000 description 31
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicon dioxide Inorganic materials O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 27
- 238000010998 test method Methods 0.000 description 22
- 230000000052 comparative effect Effects 0.000 description 20
- 239000004567 concrete Substances 0.000 description 16
- 239000011083 cement mortar Substances 0.000 description 11
- 238000002474 experimental method Methods 0.000 description 11
- 238000012360 testing method Methods 0.000 description 11
- 239000000843 powder Substances 0.000 description 10
- 238000005303 weighing Methods 0.000 description 10
- 230000002745 absorbent Effects 0.000 description 7
- 239000002250 absorbent Substances 0.000 description 7
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 3
- 229910052799 carbon Inorganic materials 0.000 description 3
- 239000002131 composite material Substances 0.000 description 3
- 239000006229 carbon black Substances 0.000 description 2
- 239000006185 dispersion Substances 0.000 description 2
- SZVJSHCCFOBDDC-UHFFFAOYSA-N ferrosoferric oxide Chemical compound O=[Fe]O[Fe]O[Fe]=O SZVJSHCCFOBDDC-UHFFFAOYSA-N 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000000377 silicon dioxide Substances 0.000 description 2
- 229910000708 MFe2O4 Inorganic materials 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 229910052681 coesite Inorganic materials 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 229910052906 cristobalite Inorganic materials 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 238000009472 formulation Methods 0.000 description 1
- 239000002122 magnetic nanoparticle Substances 0.000 description 1
- 238000002156 mixing Methods 0.000 description 1
- 235000012239 silicon dioxide Nutrition 0.000 description 1
- 229910052682 stishovite Inorganic materials 0.000 description 1
- 229910052905 tridymite Inorganic materials 0.000 description 1
Classifications
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- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B28/00—Compositions of mortars, concrete or artificial stone, containing inorganic binders or the reaction product of an inorganic and an organic binder, e.g. polycarboxylate cements
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B14/00—Use of inorganic materials as fillers, e.g. pigments, for mortars, concrete or artificial stone; Treatment of inorganic materials specially adapted to enhance their filling properties in mortars, concrete or artificial stone
- C04B14/38—Fibrous materials; Whiskers
- C04B14/48—Metal
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2111/00—Mortars, concrete or artificial stone or mixtures to prepare them, characterised by specific function, property or use
- C04B2111/00241—Physical properties of the materials not provided for elsewhere in C04B2111/00
- C04B2111/00258—Electromagnetic wave absorbing or shielding materials
-
- C—CHEMISTRY; METALLURGY
- C04—CEMENTS; CONCRETE; ARTIFICIAL STONE; CERAMICS; REFRACTORIES
- C04B—LIME, MAGNESIA; SLAG; CEMENTS; COMPOSITIONS THEREOF, e.g. MORTARS, CONCRETE OR LIKE BUILDING MATERIALS; ARTIFICIAL STONE; CERAMICS; REFRACTORIES; TREATMENT OF NATURAL STONE
- C04B2201/00—Mortars, concrete or artificial stone characterised by specific physical values
- C04B2201/50—Mortars, concrete or artificial stone characterised by specific physical values for the mechanical strength
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W30/00—Technologies for solid waste management
- Y02W30/50—Reuse, recycling or recovery technologies
- Y02W30/91—Use of waste materials as fillers for mortars or concrete
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Organic Chemistry (AREA)
- Civil Engineering (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Inorganic Chemistry (AREA)
- Shielding Devices Or Components To Electric Or Magnetic Fields (AREA)
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
一种铁镍纤维增强水泥基电磁波吸收材料，其组成包括：水泥、水、沙子、铁镍合金纤维和减水剂；其中水和水泥的重量比为1：1.5‑2；以水和水泥的总质量为基准计，沙子重量百分比为100‑200％，减水剂重量百分比为0.2‑0.5％；以水和水泥的总质量为基准计，铁镍合金纤维重量百分比为0.5‑4％。按照配比，先称取水泥、沙子进行干拌，干拌过程中铁镍合金纤维分批投料；称取减水剂和水，搅拌均匀制备减水剂溶液；在干拌料中分批加入减水剂溶液，搅拌均匀后得到铁镍纤维增强水泥基电磁波吸收材料搅拌料；采用喷涂或抹灰的方式进行施工，或采用模具浇筑制成电磁波吸收材料。采用铁镍合金纤维作为吸波剂，同时作为增强材料，不但赋予水泥基材料电磁波吸收性能，同时提升其韧性和阻裂性能。An iron-nickel fiber-reinforced cement-based electromagnetic wave absorbing material, comprising: cement, water, sand, iron-nickel alloy fibers and a water reducing agent; wherein the weight ratio of water and cement is 1:1.5-2; Based on the total mass, the weight percentage of sand is 100-200%, and the water reducing agent is 0.2-0.5% by weight; based on the total mass of water and cement, the weight percentage of iron-nickel alloy fibers is 0.5-4%. According to the proportion, firstly weigh cement and sand for dry mixing. During the dry mixing process, the iron-nickel alloy fibers are fed in batches; weigh the water-reducing agent and water, and stir evenly to prepare a water-reducing agent solution; The water agent solution is stirred evenly to obtain the iron-nickel fiber reinforced cement-based electromagnetic wave absorbing material stirring material; the construction is carried out by spraying or plastering, or the electromagnetic wave absorbing material is made by mould casting. The use of iron-nickel alloy fiber as a wave absorber and as a reinforcing material not only endows the cement-based material with electromagnetic wave absorption properties, but also improves its toughness and crack resistance.
Description
Technical Field
The invention relates to the field of building materials, in particular to an iron-nickel fiber reinforced cement-based electromagnetic wave absorbing material.
Background
The existing electromagnetic wave absorption cement-based material is mainly realized by adding various electromagnetic wave absorbent fillers, such as carbonyl iron powder (CN201910052541.1 3D and jet printing based double-layer electromagnetic wave absorption concrete and a preparation method thereof), carbon black/ferroferric oxide nano electromagnetic wave absorbent (CN201710239526.9 high-performance wave absorption concrete using carbon black/ferroferric oxide material and a preparation method thereof), and MFe2O4/SiO2A core/shell structure material (CN201510040495.5, a method for coating magnetic nano particles with silicon dioxide to enable cement or concrete to have wave-absorbing performance and compact surface), added with ceramsite aggregate with electromagnetic wave absorbing function (CN200610098349.9 cement concrete wave-absorbing material and a preparation method thereof), added with a carbon fiber-carbonyl iron composite modified electromagnetic wave absorbent (CN201910544116.4, carbon fiber-carbonyl iron composite modified wave-absorbing concrete and a preparation method thereof), and the like.
The addition of the powdery and granular electromagnetic wave absorbent can endow the cement-based material with electromagnetic wave absorption performance, but the electromagnetic wave absorbent cannot effectively improve the mechanical property of the cement-based material. The carbon fiber-carbonyl iron composite modified electromagnetic wave absorbent is added, so that the electromagnetic wave absorption performance of the cement-based material can be endowed, and the enhancement, the toughening and the crack resistance of the cement-based material can be facilitated, but the cost is high, the process is complex, and the industrialization is difficult.
Disclosure of Invention
In order to solve the technical problem, the invention discloses an iron-nickel fiber reinforced cement-based electromagnetic wave absorption material, which comprises the following components: cement, water, sand and iron-nickel alloy fibers; the weight percentage of the iron-nickel alloy fiber is 20-40% by taking the total mass of water and cement as the reference.
Preferably, the iron-nickel alloy fiber has a nickel content of 70-80 wt%, an iron content of 19-29 wt% and a chromium content of 1 wt%.
Preferably, the length-diameter ratio of the iron-nickel alloy fiber is 400-1000, and the diameter is 8-20 μm.
Preferably, the weight ratio of water to cement is 1: 1.5-2.5; the weight percentage of the sand is 300 percent based on the total mass of the water and the cement.
Meanwhile, the invention also discloses a preparation method of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material, which comprises the following steps:
1) weighing cement and sand according to the proportion, and performing dry mixing, wherein in the dry mixing process, the iron-nickel alloy fiber is divided into 4 batches, and 1/4 batches are fed;
2) adding water into the dry stirring materials in 2 batches of 1/2, and uniformly stirring to obtain a stirring material of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material;
3) the prefabricated slab is constructed by adopting a spraying or plastering mode or is manufactured by adopting mould pouring.
The invention adopts the iron-nickel alloy fiber as the electromagnetic wave absorbent and the reinforcing material, thereby not only endowing the cement-based material with electromagnetic wave absorption performance, but also improving the toughness and the crack resistance. Meanwhile, the electromagnetic wave absorbing material with excellent wave absorbing performance, mechanical property and the like is obtained by adjusting the use amounts of sand, cement and the iron-nickel alloy fiber and the specification of the iron-nickel alloy fiber. The iron-nickel fiber reinforced cement-based electromagnetic wave absorption material prepared by the invention has a minimum reflectivity of-15.0 dB to-22.0 dB and an effective bandwidth (the reflectivity is less than-10 dB) of 9.0GHz to 16.0GHz in an X-band of 8GHz to 18 GHz. The 28d compressive strength is 12-13MPa, the flexural strength is 3.5-5MPa, and the flexural ratio is 2.7-3.5.
Detailed Description
The present invention is further illustrated by the following examples, but is not limited to the details of the description.
Example 1
An iron-nickel fiber reinforced cement-based electromagnetic wave absorbing material, wherein the weight ratio of water to cement is 1: 2; the weight percentage of the sand is 200 percent based on the total mass of the water and the cement; the weight percentage of the iron-nickel alloy fiber is 30 percent based on the total mass of the water and the cement. Wherein the nickel content of the iron-nickel alloy fiber is 76 wt%, the iron content is 23 wt%, and the chromium content is 1 wt%. The length-diameter ratio of the iron-nickel alloy fiber is 600, and the diameter of the iron-nickel alloy fiber is 12 mu m.
The preparation method of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material comprises the following steps:
1) weighing cement and sand according to the proportion, and performing dry mixing, wherein in the dry mixing process, the iron-nickel alloy fiber is divided into 4 batches, and 1/4 batches are fed;
2) adding water into the dry stirring materials in 2 batches of 1/2, and uniformly stirring to obtain a stirring material of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material;
3) and adopting a mould to pour and prepare a plate-shaped or cuboid sample.
And testing the electromagnetic wave absorption performance of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate with the thickness of 6mm according to the GJB 2038A-2011 radar wave absorption material reflectivity test method. The results show that the minimum reflectivity is-21.0 dB and the effective bandwidth (reflectivity less than-10 dB) is 9.2GHz-15.8GHz in the X-band of 8GHz-18 GHz.
The crack resistance of the electromagnetic wave absorbing material plate was tested according to CECS38-2004 fibrous concrete structure technical specification appendix D. The total crack area of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate in 24 hours of the experiment is 79.2mm2。
The compressive strength and the flexural strength (a cuboid sample with the size of 40mm multiplied by 160mm) of the material are tested according to the GB/T17671 cement mortar strength test method (ISO method), and after 28 days of curing, the compressive strength is 12.3MPa, the flexural strength is 4.2MPa, and the flexural ratio is 2.93.
Example 2
An iron-nickel fiber reinforced cement-based electromagnetic wave absorbing material, wherein the weight ratio of water to cement is 1: 2; the weight percentage of the sand is 150 percent based on the total mass of the water and the cement; the weight percentage of the iron-nickel alloy fiber is 30 percent based on the total mass of the water and the cement. Wherein the nickel content of the iron-nickel alloy fiber is 76 wt%, the iron content is 23 wt%, and the chromium content is 1 wt%. The length-diameter ratio of the iron-nickel alloy fiber is 600, and the diameter of the iron-nickel alloy fiber is 12 mu m.
The preparation method of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material comprises the following steps:
1) weighing cement and sand according to the proportion, and performing dry mixing, wherein in the dry mixing process, the iron-nickel alloy fiber is divided into 4 batches, and 1/4 batches are fed;
2) adding water into the dry stirring materials in 2 batches of 1/2, and uniformly stirring to obtain a stirring material of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material;
3) and adopting a mould to pour and prepare a plate-shaped or cuboid sample.
And testing the electromagnetic wave absorption performance of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate with the thickness of 6mm according to the GJB 2038A-2011 radar wave absorption material reflectivity test method. The results show that the minimum reflectivity is-22.0 dB and the effective bandwidth (reflectivity less than-10 dB) is 9.1GHz-16.0GHz in the X-band of 8GHz-18 GHz.
The crack resistance of the electromagnetic wave absorbing material plate was tested according to CECS38-2004 fibrous concrete structure technical specification appendix D. The total crack area of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate in 24 hours of the experiment is 89.6mm2。
The compressive strength and the flexural strength (a cuboid sample with the size of 40mm multiplied by 160mm) of the material are tested according to the GB/T17671 cement mortar strength test method (ISO method), and after 28 days of curing, the compressive strength is 12.8MPa, the flexural strength is 4.7MPa, and the flexural ratio is 2.72.
Example 3
An iron-nickel fiber reinforced cement-based electromagnetic wave absorbing material, wherein the weight ratio of water to cement is 1: 2; the weight percentage of the sand is 200 percent based on the total mass of the water and the cement; the weight percentage of the iron-nickel alloy fiber is 20 percent based on the total mass of the water and the cement. Wherein the nickel content of the iron-nickel alloy fiber is 70 wt%, the iron content is 29 wt%, and the chromium content is 1 wt%. The length-diameter ratio of the iron-nickel alloy fiber is 600, and the diameter of the iron-nickel alloy fiber is 12 mu m.
The preparation method of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material comprises the following steps:
1) weighing cement and sand according to the proportion, and performing dry mixing, wherein in the dry mixing process, the iron-nickel alloy fiber is divided into 4 batches, and 1/4 batches are fed;
2) adding water into the dry stirring materials in 2 batches of 1/2, and uniformly stirring to obtain a stirring material of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material;
3) and adopting a mould to pour and prepare a plate-shaped or cuboid sample.
And testing the electromagnetic wave absorption performance of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate with the thickness of 6mm according to the GJB 2038A-2011 radar wave absorption material reflectivity test method. The results show that the minimum reflectivity is-16.7 dB and the effective bandwidth (reflectivity less than-10 dB) is 9.7GHz-15.1GHz in the X-band of 8GHz-18 GHz.
The crack resistance of the electromagnetic wave absorbing material plate was tested according to CECS38-2004 fibrous concrete structure technical specification appendix D. The total crack area of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate in 24 hours of the experiment is 128.3mm2。
The compressive strength and the flexural strength (a cuboid sample with the size of 40mm multiplied by 160mm) of the material are tested according to the GB/T17671 cement mortar strength test method (ISO method), and after 28 days of curing, the compressive strength is 12.2MPa, the flexural strength is 3.8MPa, and the flexural ratio is 3.21.
Example 4
An iron-nickel fiber reinforced cement-based electromagnetic wave absorbing material, wherein the weight ratio of water to cement is 1: 2; the weight percentage of the sand is 200 percent based on the total mass of the water and the cement; the weight percentage of the iron-nickel alloy fiber is 30 percent based on the total mass of the water and the cement. Wherein the nickel content of the iron-nickel alloy fiber is 76 wt%, the iron content is 23 wt%, and the chromium content is 1 wt%. The length-diameter ratio of the iron-nickel alloy fiber is 900, and the diameter is 20 mu m.
The preparation method of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material comprises the following steps:
1) weighing cement and sand according to the proportion, and performing dry mixing, wherein in the dry mixing process, the iron-nickel alloy fiber is divided into 4 batches, and 1/4 batches are fed;
2) adding water into the dry stirring materials in 2 batches of 1/2, and uniformly stirring to obtain a stirring material of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material;
3) and adopting a mould to pour and prepare a plate-shaped or cuboid sample.
And testing the electromagnetic wave absorption performance of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate with the thickness of 6mm according to the GJB 2038A-2011 radar wave absorption material reflectivity test method. The results show a minimum reflectivity of-15.0 dB and an effective bandwidth (reflectivity less than-10 dB) of 11.3GHz-14.9GHz at the X-band of 8GHz-18 GHz.
The crack resistance of the electromagnetic wave absorbing material plate was tested according to CECS38-2004 fibrous concrete structure technical specification appendix D. The total crack area of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate in 24 hours of the experiment is 149.7mm2。
The compressive strength and the flexural strength (a cuboid sample with the size of 40mm multiplied by 160mm) of the material are tested according to the GB/T17671 cement mortar strength test method (ISO method), and after 28 days of curing, the compressive strength is 12.3MPa, the flexural strength is 4.1MPa, and the flexural ratio is 3.0.
Comparative example 1
A cementitious material, wherein the weight ratio of water to cement is 1: 2; the weight percentage of the sand is 200 percent based on the total mass of the water and the cement.
The preparation method of the cement-based material comprises the following steps:
1) according to the proportion, firstly weighing cement and sand and carrying out dry mixing;
2) dividing the dry stirring materials into 2 batches, adding water into each batch of 1/2, and uniformly stirring to obtain a cement-based material stirring material;
3) and adopting a mould to pour and prepare a plate-shaped or cuboid sample.
And testing the electromagnetic wave absorption performance of the cement-based material plate with the thickness of 6mm according to the GJB 2038A-2011 radar electromagnetic wave absorption material reflectivity test method. The results show a minimum reflectivity of-0.2 dB at the X-band of 8GHz-18 GHz.
The crack resistance of the cement-based material boards was tested according to CECS38-2004 technical specification annex D of the fiber concrete structure. The total crack area of the cement-based material plate in the experiment 24h is 874mm2。
The compressive strength and the flexural strength (the sample size is 40mm multiplied by 160mm) of the material are tested according to the GB/T17671 cement mortar strength test method (ISO method), and after 28 days of curing, the compressive strength is 12MPa, the flexural strength is 3.1MPa, and the flexural ratio is 3.87.
Comparative example 2
An iron-nickel alloy powder reinforced cement-based electromagnetic wave absorbing material, wherein the weight ratio of water to cement is 1: 2; the weight percentage of the sand is 200 percent based on the total mass of the water and the cement; the weight percentage of the iron-nickel alloy powder is 30 percent based on the total mass of the water and the cement. Wherein the iron-nickel alloy powder has a nickel content of 76 wt%, an iron content of 23 wt% and a chromium content of 1 wt%. The mesh number of the iron-nickel alloy powder is 300.
The preparation method of the iron-nickel alloy powder reinforced cement-based electromagnetic wave absorption material comprises the following steps:
1) weighing cement and sand according to the proportion, and carrying out dry mixing, wherein in the dry mixing process, the iron-nickel alloy powder is divided into 4 batches, and 1/4 batches are fed;
2) adding water into the dry stirring materials in 2 batches of 1/2, and uniformly stirring to obtain a stirring material of the iron-nickel alloy powder reinforced cement-based electromagnetic wave absorption material;
3) and adopting a mould to pour and prepare a plate-shaped or cuboid sample.
And testing the electromagnetic wave absorption performance of the iron-nickel alloy powder reinforced cement-based electromagnetic wave absorption material plate with the thickness of 6mm according to the GJB 2038A-2011 radar wave absorption material reflectivity test method. The results show a minimum reflectivity of-2.1 dB at the X-band of 8GHz-18 GHz.
The crack resistance of the electromagnetic wave absorbing material plate was tested according to CECS38-2004 fibrous concrete structure technical specification appendix D. The total crack area of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate in the experiment for 24 hours is 654.8mm2。
The compressive strength and the flexural strength (a cuboid sample with the size of 40mm multiplied by 160mm) of the material are tested according to the GB/T17671 cement mortar strength test method (ISO method), and after 28 days of curing, the compressive strength is 12.1MPa, the flexural strength is 3.1MPa, and the flexural ratio is 3.90.
Comparative example 3
An iron-nickel fiber reinforced cement-based electromagnetic wave absorbing material, wherein the weight ratio of water to cement is 1: 2; the weight percentage of the sand is 400 percent based on the total mass of the water and the cement; the weight percentage of the iron-nickel alloy fiber is 30 percent based on the total mass of the water and the cement. Wherein the nickel content of the iron-nickel alloy fiber is 76 wt%, the iron content is 23 wt%, and the chromium content is 1 wt%. The length-diameter ratio of the iron-nickel alloy fiber is 600, and the diameter of the iron-nickel alloy fiber is 12 mu m.
The preparation method of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material comprises the following steps:
1) weighing cement and sand according to the proportion, and performing dry mixing, wherein in the dry mixing process, the iron-nickel alloy fiber is divided into 4 batches, and 1/4 batches are fed;
2) adding water into the dry stirring materials in 2 batches of 1/2, and uniformly stirring to obtain a stirring material of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material;
3) and adopting a mould to pour and prepare a plate-shaped or cuboid sample.
And testing the electromagnetic wave absorption performance of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate with the thickness of 6mm according to the GJB 2038A-2011 radar wave absorption material reflectivity test method. The results show a minimum reflectivity of-12.1 dB and an effective bandwidth (reflectivity less than-10 dB) of 11.3GHz-14.2GHz at the X-band of 8GHz-18 GHz.
The crack resistance of the electromagnetic wave absorbing material plate was tested according to CECS38-2004 fibrous concrete structure technical specification appendix D. The total crack area of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate in 24 hours of the experiment is 132.1mm2。
The compressive strength and the flexural strength (a cuboid sample with the size of 40mm multiplied by 160mm) of the material are tested according to the GB/T17671 cement mortar strength test method (ISO method), and after 28 days of curing, the compressive strength is 12.20MPa, the flexural strength is 3.7MPa, and the flexural ratio is 3.30.
Comparative example 4
An iron-nickel fiber reinforced cement-based electromagnetic wave absorbing material, wherein the weight ratio of water to cement is 1: 2; the weight percentage of the sand is 200 percent based on the total mass of the water and the cement; the weight percentage of the iron-nickel alloy fiber is 50 percent based on the total mass of the water and the cement. Wherein the nickel content of the iron-nickel alloy fiber is 76 wt%, the iron content is 23 wt%, and the chromium content is 1 wt%. The length-diameter ratio of the iron-nickel alloy fiber is 600, and the diameter of the iron-nickel alloy fiber is 12 mu m.
The preparation method of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material comprises the following steps:
1) weighing cement and sand according to the proportion, and performing dry mixing, wherein in the dry mixing process, the iron-nickel alloy fiber is divided into 4 batches, and 1/4 batches are fed;
2) adding water into the dry stirring materials in 2 batches of 1/2, and uniformly stirring to obtain a stirring material of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material;
3) and adopting a mould to pour and prepare a plate-shaped or cuboid sample.
And testing the electromagnetic wave absorption performance of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate with the thickness of 6mm according to the GJB 2038A-2011 radar wave absorption material reflectivity test method. The results show a minimum reflectivity of-5.2 dB at the X-band of 8GHz-18 GHz.
The crack resistance of the electromagnetic wave absorbing material plate was tested according to CECS38-2004 fibrous concrete structure technical specification appendix D. The total crack area of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate in 24 hours of the experiment is 68.3mm2。
The compressive strength and the flexural strength (a cuboid sample with the size of 40mm multiplied by 160mm) of the material are tested according to the GB/T17671 cement mortar strength test method (ISO method), and after 28 days of curing, the compressive strength is 12.5MPa, the flexural strength is 4.5MPa, and the flexural ratio is 2.78.
Comparative example 5
An iron-nickel fiber reinforced cement-based electromagnetic wave absorbing material, wherein the weight ratio of water to cement is 1: 2; the weight percentage of the sand is 200 percent based on the total mass of the water and the cement; the weight percentage of the iron-nickel alloy fiber is 30 percent based on the total mass of the water and the cement. Wherein the nickel content of the iron-nickel alloy fiber is 76 wt%, the iron content is 23 wt%, and the chromium content is 1 wt%. The length-diameter ratio of the iron-nickel alloy fiber is 1200, and the diameter of the iron-nickel alloy fiber is 30 micrometers.
The preparation method of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material comprises the following steps:
1) weighing cement and sand according to the proportion, and performing dry mixing, wherein in the dry mixing process, the iron-nickel alloy fiber is divided into 4 batches, and 1/4 batches are fed;
2) adding water into the dry stirring materials in 2 batches of 1/2, and uniformly stirring to obtain a stirring material of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material;
3) and adopting a mould to pour and prepare a plate-shaped or cuboid sample.
And testing the electromagnetic wave absorption performance of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate with the thickness of 6mm according to the GJB 2038A-2011 radar wave absorption material reflectivity test method. The results show a minimum reflectivity of-8.2 dB at the X-band of 8GHz-18 GHz.
The crack resistance of the electromagnetic wave absorbing material plate was tested according to CECS38-2004 fibrous concrete structure technical specification appendix D. The total crack area of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate in 24 hours of the experiment is 178.3mm2。
The compressive strength and the flexural strength (a cuboid sample with the size of 40mm multiplied by 160mm) of the material are tested according to the GB/T17671 cement mortar strength test method (ISO method), and after 28 days of curing, the compressive strength is 11.3MPa, the flexural strength is 3.0MPa, and the flexural ratio is 3.77.
Comparative example 6
The iron-nickel alloy fibers had a nickel content of 65 wt%, an iron content of 33 wt%, and a chromium content of 2 wt%, and the rest was the same as in example 1.
And testing the electromagnetic wave absorption performance of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate with the thickness of 6mm according to the GJB 2038A-2011 radar wave absorption material reflectivity test method. The results show a minimum reflectivity of-13 dB and an effective bandwidth (reflectivity less than-10 dB) of 11.3GHz-13.5GHz at the X-band of 8GHz-18 GHz.
The crack resistance of the electromagnetic wave absorbing material plate was tested according to CECS38-2004 fibrous concrete structure technical specification appendix D. The total crack area of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate in 24 hours of the experiment is 80.3mm2。
The compressive strength and the flexural strength (a cuboid sample with the size of 40mm multiplied by 160mm) of the material are tested according to the GB/T17671 cement mortar strength test method (ISO method), and after 28 days of curing, the compressive strength is 12.3MPa, the flexural strength is 4.3MPa, and the flexural ratio is 2.86.
Comparative example 7
The iron-nickel alloy fibers had a nickel content of 85 wt%, an iron content of 14 wt%, and a chromium content of 1 wt%, and the rest was the same as in example 1.
And testing the electromagnetic wave absorption performance of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate with the thickness of 6mm according to the GJB 2038A-2011 radar wave absorption material reflectivity test method. The results show a minimum reflectivity of-12 dB and an effective bandwidth (reflectivity less than-10 dB) of 11.5GHz-13.7GHz at the X-band of 8GHz-18 GHz.
The crack resistance of the electromagnetic wave absorbing material plate was tested according to CECS38-2004 fibrous concrete structure technical specification appendix D. The total crack area of the iron-nickel fiber reinforced cement-based electromagnetic wave absorption material plate in 24 hours of the experiment is 78.8mm2。
The compressive strength and the flexural strength (a cuboid sample with the size of 40mm multiplied by 160mm) of the material are tested according to the GB/T17671 cement mortar strength test method (ISO method), and after 28 days of curing, the compressive strength is 12.3MPa, the flexural strength is 4.2MPa, and the flexural ratio is 2.93.
As can be seen from the above examples and comparative examples, the material of the present application was imparted with remarkable electromagnetic wave absorption properties as compared with comparative example 1 in which the iron-nickel alloy fiber was not incorporated, indicating that the formulation of the present invention can impart electromagnetic wave absorption properties to the cement-based material. Compared with the comparative example 2 in which 300-mesh iron-nickel alloy powder with the same mass is doped, the electromagnetic wave absorption performance of the example 1 is obviously higher than that of the comparative example 2, and the crack resistance and the fracture resistance of the example 1 are both higher than those of the comparative example 2, which shows that the electromagnetic wave absorption performance, the crack resistance and the fracture resistance of the material are more effectively improved by doping the iron-nickel alloy fiber than by doping the iron-nickel alloy powder. Example 1 compared with comparative example 3 in which the weight percentage of sand is 400% based on the total mass of water and cement, the electromagnetic wave absorption performance, crack resistance performance and fracture resistance performance of the material are improved to a limited extent since the relative content of cement and iron-nickel alloy fiber is reduced due to the excessive amount of sand used in comparative example 3. Compared with the comparative example 4 in which the weight percentage of the iron-nickel fibers is 60% based on the total mass of the water and the cement, in the comparative example 4, the iron-nickel fibers are excessively doped, the fibers are mutually contacted to form a communicated conductive network, the electromagnetic wave is reflected, the absorption performance is reduced, and after the doping is excessively large, the condition of uneven dispersion occurs, so that the mechanical property is not improved along with the doping amount and is proportionally improved. Compared with the comparative example 5 in which the length-diameter ratio of the iron-nickel fiber is 1200 and the diameter of the iron-nickel fiber is 12 micrometers, the iron-nickel fiber in the comparative example 5 is too long, the dispersion is not uniform, the mechanical property is not improved, and the compression resistance is reduced due to the formation of stress concentration points in the material. Example 1 is different from comparative examples 6 to 7 in that the content of iron and nickel in the incorporated iron-nickel fiber is different, and example 1 in which the content of nickel is 76 wt%, the content of iron is 23 wt%, and the content of chromium is 1 wt% is an excellent process for iron-nickel fiber, and the fiber having this composition has an excellent electromagnetic wave absorption effect compared with the fibers in comparative examples 6 to 7. But the change of the composition has little influence on the mechanical property of the fiber, and when the fiber mixing amount is the same and the cement-based material components are the same, the mechanical properties of the materials are similar.
It should be understood that the above-described embodiments of the present invention are merely examples for clearly illustrating the present invention, and are not intended to limit the embodiments of the present invention. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. Not all embodiments are exhaustive. All obvious changes and modifications which are obvious to the technical scheme of the invention are covered by the protection scope of the invention.
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN101891419A (en) * | 2010-07-07 | 2010-11-24 | 东华理工大学 | A cement-based electromagnetic shielding material and production method thereof |
| KR20150072636A (en) * | 2013-12-20 | 2015-06-30 | 주식회사 불스원신소재 | Non-Woven Fabric for Shielding and Absorbing of Electromagnetic Waves or Non-Woven Fabric Composite Comprising the Same |
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| KR20150072636A (en) * | 2013-12-20 | 2015-06-30 | 주식회사 불스원신소재 | Non-Woven Fabric for Shielding and Absorbing of Electromagnetic Waves or Non-Woven Fabric Composite Comprising the Same |
Non-Patent Citations (1)
| Title |
|---|
| 彭志远 等: "镍铁纤维形态结构及性能分析", 《棉纺织技术》 * |
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