JP6809820B2 - Weed control material and how to use it - Google Patents
Weed control material and how to use it Download PDFInfo
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- JP6809820B2 JP6809820B2 JP2016123148A JP2016123148A JP6809820B2 JP 6809820 B2 JP6809820 B2 JP 6809820B2 JP 2016123148 A JP2016123148 A JP 2016123148A JP 2016123148 A JP2016123148 A JP 2016123148A JP 6809820 B2 JP6809820 B2 JP 6809820B2
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- 239000000463 material Substances 0.000 title claims description 60
- 241000196324 Embryophyta Species 0.000 title claims description 46
- CPLXHLVBOLITMK-UHFFFAOYSA-N magnesium oxide Inorganic materials [Mg]=O CPLXHLVBOLITMK-UHFFFAOYSA-N 0.000 claims description 28
- XFWJKVMFIVXPKK-UHFFFAOYSA-N calcium;oxido(oxo)alumane Chemical compound [Ca+2].[O-][Al]=O.[O-][Al]=O XFWJKVMFIVXPKK-UHFFFAOYSA-N 0.000 claims description 24
- 239000000395 magnesium oxide Substances 0.000 claims description 24
- 239000002689 soil Substances 0.000 claims description 24
- 238000000034 method Methods 0.000 claims description 22
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 22
- AXZKOIWUVFPNLO-UHFFFAOYSA-N magnesium;oxygen(2-) Chemical compound [O-2].[Mg+2] AXZKOIWUVFPNLO-UHFFFAOYSA-N 0.000 claims description 20
- 239000004009 herbicide Substances 0.000 claims description 15
- TWRXJAOTZQYOKJ-UHFFFAOYSA-L Magnesium chloride Chemical compound [Mg+2].[Cl-].[Cl-] TWRXJAOTZQYOKJ-UHFFFAOYSA-L 0.000 claims description 14
- CSNNHWWHGAXBCP-UHFFFAOYSA-L Magnesium sulfate Chemical compound [Mg+2].[O-][S+2]([O-])([O-])[O-] CSNNHWWHGAXBCP-UHFFFAOYSA-L 0.000 claims description 13
- 239000000292 calcium oxide Substances 0.000 claims description 13
- 239000010440 gypsum Substances 0.000 claims description 13
- 229910052602 gypsum Inorganic materials 0.000 claims description 13
- 230000002363 herbicidal effect Effects 0.000 claims description 13
- 229910018072 Al 2 O 3 Inorganic materials 0.000 claims description 10
- 238000002156 mixing Methods 0.000 claims description 8
- 229910001629 magnesium chloride Inorganic materials 0.000 claims description 7
- 229910052943 magnesium sulfate Inorganic materials 0.000 claims description 7
- 235000019341 magnesium sulphate Nutrition 0.000 claims description 7
- 238000005507 spraying Methods 0.000 claims description 7
- 239000012535 impurity Substances 0.000 claims description 5
- 239000004568 cement Substances 0.000 description 26
- ODINCKMPIJJUCX-UHFFFAOYSA-N Calcium oxide Chemical compound [Ca]=O ODINCKMPIJJUCX-UHFFFAOYSA-N 0.000 description 23
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 21
- 238000001723 curing Methods 0.000 description 21
- 238000011161 development Methods 0.000 description 20
- 239000004576 sand Substances 0.000 description 13
- 235000012255 calcium oxide Nutrition 0.000 description 12
- 230000000694 effects Effects 0.000 description 12
- 239000011398 Portland cement Substances 0.000 description 9
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 description 9
- 210000004556 brain Anatomy 0.000 description 9
- 230000015271 coagulation Effects 0.000 description 9
- 238000005345 coagulation Methods 0.000 description 9
- 238000004017 vitrification Methods 0.000 description 8
- OSGAYBCDTDRGGQ-UHFFFAOYSA-L calcium sulfate Chemical compound [Ca+2].[O-]S([O-])(=O)=O OSGAYBCDTDRGGQ-UHFFFAOYSA-L 0.000 description 7
- 239000004570 mortar (masonry) Substances 0.000 description 7
- 244000025254 Cannabis sativa Species 0.000 description 5
- 238000010276 construction Methods 0.000 description 5
- 238000004898 kneading Methods 0.000 description 5
- 239000000203 mixture Substances 0.000 description 5
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 4
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 4
- 229910052749 magnesium Inorganic materials 0.000 description 4
- 239000011777 magnesium Substances 0.000 description 4
- 239000002994 raw material Substances 0.000 description 4
- 239000000126 substance Substances 0.000 description 4
- 238000012360 testing method Methods 0.000 description 4
- AXCZMVOFGPJBDE-UHFFFAOYSA-L calcium dihydroxide Chemical compound [OH-].[OH-].[Ca+2] AXCZMVOFGPJBDE-UHFFFAOYSA-L 0.000 description 3
- 239000000920 calcium hydroxide Substances 0.000 description 3
- 235000011116 calcium hydroxide Nutrition 0.000 description 3
- 229910001861 calcium hydroxide Inorganic materials 0.000 description 3
- 239000000839 emulsion Substances 0.000 description 3
- -1 gravel Substances 0.000 description 3
- 239000007788 liquid Substances 0.000 description 3
- 238000005086 pumping Methods 0.000 description 3
- 239000000377 silicon dioxide Substances 0.000 description 3
- 239000007921 spray Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- UQSXHKLRYXJYBZ-UHFFFAOYSA-N Iron oxide Chemical compound [Fe]=O UQSXHKLRYXJYBZ-UHFFFAOYSA-N 0.000 description 2
- NBIIXXVUZAFLBC-UHFFFAOYSA-N Phosphoric acid Chemical compound OP(O)(O)=O NBIIXXVUZAFLBC-UHFFFAOYSA-N 0.000 description 2
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 2
- 230000002378 acidificating effect Effects 0.000 description 2
- 238000009395 breeding Methods 0.000 description 2
- 230000001488 breeding effect Effects 0.000 description 2
- 238000001354 calcination Methods 0.000 description 2
- 229910000019 calcium carbonate Inorganic materials 0.000 description 2
- NCEXYHBECQHGNR-UHFFFAOYSA-N chembl421 Chemical compound C1=C(O)C(C(=O)O)=CC(N=NC=2C=CC(=CC=2)S(=O)(=O)NC=2N=CC=CC=2)=C1 NCEXYHBECQHGNR-UHFFFAOYSA-N 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
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- 238000002474 experimental method Methods 0.000 description 2
- 238000010304 firing Methods 0.000 description 2
- 238000010438 heat treatment Methods 0.000 description 2
- 229910052500 inorganic mineral Inorganic materials 0.000 description 2
- 239000004816 latex Substances 0.000 description 2
- 229920000126 latex Polymers 0.000 description 2
- ZLNQQNXFFQJAID-UHFFFAOYSA-L magnesium carbonate Chemical compound [Mg+2].[O-]C([O-])=O ZLNQQNXFFQJAID-UHFFFAOYSA-L 0.000 description 2
- 239000001095 magnesium carbonate Substances 0.000 description 2
- 235000014380 magnesium carbonate Nutrition 0.000 description 2
- 229910000021 magnesium carbonate Inorganic materials 0.000 description 2
- VTHJTEIRLNZDEV-UHFFFAOYSA-L magnesium dihydroxide Chemical compound [OH-].[OH-].[Mg+2] VTHJTEIRLNZDEV-UHFFFAOYSA-L 0.000 description 2
- 239000000347 magnesium hydroxide Substances 0.000 description 2
- 229910001862 magnesium hydroxide Inorganic materials 0.000 description 2
- 238000002844 melting Methods 0.000 description 2
- 230000008018 melting Effects 0.000 description 2
- 235000010755 mineral Nutrition 0.000 description 2
- 239000011707 mineral Substances 0.000 description 2
- TWNQGVIAIRXVLR-UHFFFAOYSA-N oxo(oxoalumanyloxy)alumane Chemical compound O=[Al]O[Al]=O TWNQGVIAIRXVLR-UHFFFAOYSA-N 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 239000004014 plasticizer Substances 0.000 description 2
- 238000000634 powder X-ray diffraction Methods 0.000 description 2
- 239000000047 product Substances 0.000 description 2
- 150000003839 salts Chemical class 0.000 description 2
- 238000007873 sieving Methods 0.000 description 2
- 239000002893 slag Substances 0.000 description 2
- 239000008399 tap water Substances 0.000 description 2
- 235000020679 tap water Nutrition 0.000 description 2
- HRXKRNGNAMMEHJ-UHFFFAOYSA-K trisodium citrate Chemical compound [Na+].[Na+].[Na+].[O-]C(=O)CC(O)(CC([O-])=O)C([O-])=O HRXKRNGNAMMEHJ-UHFFFAOYSA-K 0.000 description 2
- 239000005995 Aluminium silicate Substances 0.000 description 1
- OYPRJOBELJOOCE-UHFFFAOYSA-N Calcium Chemical compound [Ca] OYPRJOBELJOOCE-UHFFFAOYSA-N 0.000 description 1
- UXVMQQNJUSDDNG-UHFFFAOYSA-L Calcium chloride Chemical compound [Cl-].[Cl-].[Ca+2] UXVMQQNJUSDDNG-UHFFFAOYSA-L 0.000 description 1
- 239000004375 Dextrin Substances 0.000 description 1
- 229920001353 Dextrin Polymers 0.000 description 1
- 241000195955 Equisetum hyemale Species 0.000 description 1
- 240000007171 Imperata cylindrica Species 0.000 description 1
- 239000005909 Kieselgur Substances 0.000 description 1
- 235000019738 Limestone Nutrition 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 244000273256 Phragmites communis Species 0.000 description 1
- 235000014676 Phragmites communis Nutrition 0.000 description 1
- 241000270295 Serpentes Species 0.000 description 1
- CZMRCDWAGMRECN-UGDNZRGBSA-N Sucrose Chemical compound O[C@H]1[C@H](O)[C@@H](CO)O[C@@]1(CO)O[C@@H]1[C@H](O)[C@@H](O)[C@H](O)[C@@H](CO)O1 CZMRCDWAGMRECN-UGDNZRGBSA-N 0.000 description 1
- 229930006000 Sucrose Natural products 0.000 description 1
- GWEVSGVZZGPLCZ-UHFFFAOYSA-N Titan oxide Chemical compound O=[Ti]=O GWEVSGVZZGPLCZ-UHFFFAOYSA-N 0.000 description 1
- RTAQQCXQSZGOHL-UHFFFAOYSA-N Titanium Chemical compound [Ti] RTAQQCXQSZGOHL-UHFFFAOYSA-N 0.000 description 1
- ULGYAEQHFNJYML-UHFFFAOYSA-N [AlH3].[Ca] Chemical compound [AlH3].[Ca] ULGYAEQHFNJYML-UHFFFAOYSA-N 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- NIXOWILDQLNWCW-UHFFFAOYSA-N acrylic acid group Chemical group C(C=C)(=O)O NIXOWILDQLNWCW-UHFFFAOYSA-N 0.000 description 1
- 229910001854 alkali hydroxide Inorganic materials 0.000 description 1
- 229910000288 alkali metal carbonate Inorganic materials 0.000 description 1
- 150000008041 alkali metal carbonates Chemical class 0.000 description 1
- 229910001514 alkali metal chloride Inorganic materials 0.000 description 1
- 229910001508 alkali metal halide Inorganic materials 0.000 description 1
- 150000008045 alkali metal halides Chemical class 0.000 description 1
- 150000008044 alkali metal hydroxides Chemical class 0.000 description 1
- 229910000272 alkali metal oxide Inorganic materials 0.000 description 1
- 229910052936 alkali metal sulfate Inorganic materials 0.000 description 1
- 229910001615 alkaline earth metal halide Inorganic materials 0.000 description 1
- 229910000287 alkaline earth metal oxide Inorganic materials 0.000 description 1
- 229910000147 aluminium phosphate Inorganic materials 0.000 description 1
- 235000012211 aluminium silicate Nutrition 0.000 description 1
- 150000001450 anions Chemical class 0.000 description 1
- 230000002528 anti-freeze Effects 0.000 description 1
- 239000002518 antifoaming agent Substances 0.000 description 1
- 239000007864 aqueous solution Substances 0.000 description 1
- 239000002956 ash Substances 0.000 description 1
- 239000000440 bentonite Substances 0.000 description 1
- 229910000278 bentonite Inorganic materials 0.000 description 1
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 229910052599 brucite Inorganic materials 0.000 description 1
- 239000006227 byproduct Substances 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 229910052791 calcium Inorganic materials 0.000 description 1
- 239000001110 calcium chloride Substances 0.000 description 1
- 229910001628 calcium chloride Inorganic materials 0.000 description 1
- 235000011148 calcium chloride Nutrition 0.000 description 1
- ZOMBKNNSYQHRCA-UHFFFAOYSA-J calcium sulfate hemihydrate Chemical compound O.[Ca+2].[Ca+2].[O-]S([O-])(=O)=O.[O-]S([O-])(=O)=O ZOMBKNNSYQHRCA-UHFFFAOYSA-J 0.000 description 1
- 150000003841 chloride salts Chemical class 0.000 description 1
- IQYKECCCHDLEPX-UHFFFAOYSA-N chloro hypochlorite;magnesium Chemical compound [Mg].ClOCl IQYKECCCHDLEPX-UHFFFAOYSA-N 0.000 description 1
- YACLQRRMGMJLJV-UHFFFAOYSA-N chloroprene Chemical compound ClC(=C)C=C YACLQRRMGMJLJV-UHFFFAOYSA-N 0.000 description 1
- 239000002734 clay mineral Substances 0.000 description 1
- 239000010883 coal ash Substances 0.000 description 1
- 239000003086 colorant Substances 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 238000012669 compression test Methods 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 235000019425 dextrin Nutrition 0.000 description 1
- GDVKFRBCXAPAQJ-UHFFFAOYSA-A dialuminum;hexamagnesium;carbonate;hexadecahydroxide Chemical compound [OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[OH-].[Mg+2].[Mg+2].[Mg+2].[Mg+2].[Mg+2].[Mg+2].[Al+3].[Al+3].[O-]C([O-])=O GDVKFRBCXAPAQJ-UHFFFAOYSA-A 0.000 description 1
- 150000004683 dihydrates Chemical class 0.000 description 1
- 244000309146 drought grass Species 0.000 description 1
- 239000005038 ethylene vinyl acetate Substances 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000003517 fume Substances 0.000 description 1
- 239000010438 granite Substances 0.000 description 1
- 239000003966 growth inhibitor Substances 0.000 description 1
- 239000010903 husk Substances 0.000 description 1
- 230000036571 hydration Effects 0.000 description 1
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- 229910001701 hydrotalcite Inorganic materials 0.000 description 1
- 229960001545 hydrotalcite Drugs 0.000 description 1
- 238000005342 ion exchange Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- NLYAJNPCOHFWQQ-UHFFFAOYSA-N kaolin Chemical compound O.O.O=[Al]O[Si](=O)O[Si](=O)O[Al]=O NLYAJNPCOHFWQQ-UHFFFAOYSA-N 0.000 description 1
- 239000006028 limestone Substances 0.000 description 1
- 159000000003 magnesium salts Chemical class 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000003607 modifier Substances 0.000 description 1
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- 235000009566 rice Nutrition 0.000 description 1
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- 229910052814 silicon oxide Inorganic materials 0.000 description 1
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- OGIDPMRJRNCKJF-UHFFFAOYSA-N titanium oxide Inorganic materials [Ti]=O OGIDPMRJRNCKJF-UHFFFAOYSA-N 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Agricultural Chemicals And Associated Chemicals (AREA)
- Protection Of Plants (AREA)
- Catching Or Destruction (AREA)
Description
本発明は、河川の土手、田畑の畦畔、あるいは、鉄道、道路等の盛土ののり面などの雑草の生育を抑制する防草材及びその使用方法に関する。 The present invention relates to a weed control material that suppresses the growth of weeds such as river banks, ridges of fields, or slopes of embankments such as railways and roads, and methods of using the same.
河川の土手、鉄道、道路等の盛土ののり面や田畑の畦畔等では雑草が繁茂し、頻繁な草刈りや除草剤散布が必要であった。草の刈取りには多大の労力を必要とするため、一般的には除草剤を散布する方法が行われている。
しかしながら、除草剤の散布は、草を枯らすだけで、頻繁に散布する必要があり、抜本的な対策とはならない。また、ポルトランドセメントを含有する防草材を振り撒いて散水して地面を被覆する方法も提案されているが、硬化までに時間を有し、雨などふると施工ができず、さらに硬化前に流れてしまう課題があった。さらに初期凍害、収縮ひび割れが生じる課題があった。
Weeds flourished on the slopes of embankments such as river banks, railroads, and roads, and on the ridges of fields, requiring frequent mowing and spraying of herbicides. Since cutting the grass requires a great deal of labor, a method of spraying a herbicide is generally used.
However, spraying herbicides only kills the grass and needs to be sprayed frequently, which is not a drastic measure. In addition, a method of sprinkling a weed-proof material containing Portland cement and sprinkling water to cover the ground has also been proposed, but it takes time to harden, and it cannot be constructed if it is exposed to rain, etc. There was a problem that flowed. Furthermore, there was a problem that initial frost damage and shrinkage cracks occurred.
さらに、ポルトランドセメントを含まない酸化マグネシウム系固化材を散布、又は土壌に混合し、散水して固化させて抑草する抑草材とその方法が提案されている。(特許文献1,2,3)
特許文献1は、酸化マグネシウムと高炉スラグを主成分する雑草繁殖防止材を地表面の土壌と混合して転圧して押し固めて、その上に散水するため、施工に労力を必要とし、初期強度発現性が低いため、施工後の降雨で流失し易く、繁殖期の雑草を抑草する効果が低下し易い。
特許文献2と3も特許文献1と同様の酸化マグネシウム系固化材であるため、初期強度発現性が低く、繁殖期の雑草を抑草する効果が低下し易い。さらに、これら酸化マグネシウム系抑草材全般に関する課題は、硬化時間が長いため傾斜の強い法面では、施工時の散水や降雨時に流されたりして一定の厚さにできない場合があり、水溜りがある場所では硬化しない場合があった。また、初期強度発現性が低いため、貫通力の高いスギナ、ヨシ、笹、チガヤといった植物は貫通して繁茂しやすいことがあげられる。
特許文献4は、焼却灰、スラグ、及び石炭灰の骨材を敷き詰め、その上にクロロプレン系ラテックス、エチレン酢酸ビニル共重合体系エマルジョン、及びアクリル系エマルジョン固化材を散布して固着することを特徴とする防草工法であり、セメントや塩基性物質を使わないため環境にやさしい防草材である。
しかしながら、人力や重機で3〜20cmの厚さに敷き詰め、その上に均一にラテックスやエマルジョンを散布する必要があるため、多大な労力がかかった。
Further, a herb control material and a method thereof have been proposed in which a magnesium oxide-based solidifying material containing no Portland cement is sprayed or mixed with soil and watered to solidify and suppress weeds. (Patent Documents 1, 2, and 3)
In Patent Document 1, a weed growth inhibitor containing magnesium oxide and blast furnace slag as main components is mixed with soil on the ground surface, compacted, compacted, and sprinkled on top of the soil. Since the expression is low, it is likely to be washed away by rainfall after construction, and the effect of controlling weeds during the breeding season is likely to decrease.
Since Patent Documents 2 and 3 are magnesium oxide-based solidifying materials similar to Patent Document 1, the initial strength development is low, and the effect of controlling weeds during the breeding season tends to be reduced. Furthermore, the problem with these magnesium oxide-based weed control materials in general is that they may not be able to reach a certain thickness due to watering during construction or being washed away during rainfall on slopes with steep slopes due to the long curing time. It may not cure in some places. In addition, since the initial strength expression is low, plants such as horsetail, phragmites, bamboo grass, and Imperata cylindrica, which have high penetrating power, easily penetrate and thrive.
Patent Document 4 is characterized in that aggregates of incineration ash, slag, and coal ash are spread over the aggregate, and a chloroprene-based latex, an ethylene-vinyl acetate copolymer system emulsion, and an acrylic emulsion solidifying material are sprayed and fixed thereto. It is a weed control method that does not use cement or basic substances, so it is an environmentally friendly weed control material.
However, it takes a lot of labor because it is necessary to spread it to a thickness of 3 to 20 cm by human power or heavy machinery and evenly spray the latex or emulsion on it.
本発明は、硬化時間が短く、初期強度発現性が高く、草刈の労力を軽減でき、防草の持続性と環境保全が確保できる防草材及びその使用方法を提供する。 The present invention provides a weed control material having a short curing time, high initial strength development, reducing the labor of mowing, ensuring sustainability of weed control and environmental protection, and a method of using the same.
即ち、本発明は、(1)酸化マグネシウム、カルシウムアルミネート及び土壌を含有してなる防草材、(2)さらに、石膏を含有してなる(1)の防草材、(3)カルシウムアルミネートが、CaO/Al2O3モル比1.0〜3.0、不純物が15質量%以下である(1)又は(2)の防草材、(4)さらに、塩化マグネシウム及び/又は硫酸マグネシウムを含有してなる(1)〜(3)のいずれかの防草材、(5)(1)〜(4)のいずれかの防草材を地面に敷き詰めてその上に散水して被覆する防草材の使用方法、(6)(1)〜(4)のいずれかの防草材を水で練混ぜて地面に敷詰または吹き付けて被覆する防草材の使用方法、である。 That is, the present invention comprises (1) a herbicide containing magnesium oxide, calcium aluminate and soil, (2) a weed control material containing gypsum, and (3) calcium aluminum. titanate is weed materials CaO / Al 2 O 3 molar ratio 1.0 to 3.0, impurity is not more than 15 wt% (1) or (2), (4) Furthermore, magnesium chloride and / or sulfate One of the weed control materials (1) to (3) containing magnesium, and any of the weed control materials (5) (1) to (4) are spread on the ground and covered with water. The method of using the weed-proof material to be used, and the method of using the herb-proof material in which any one of (6), (1) to (4) is kneaded with water and spread or sprayed on the ground to cover the grass.
本発明の防草材は、硬化時間が短く、初期強度発現性が高いため、その防草材を使用することで、草刈の労力を軽減でき、防草の持続性と環境保全が確保できるなどの効果を奏する。 Since the weed control material of the present invention has a short curing time and high initial strength development, the use of the weed control material can reduce the labor of mowing, ensure the sustainability of weed control and environmental conservation, etc. Play the effect of.
以下、本発明を詳細に説明する。 Hereinafter, the present invention will be described in detail.
本発明に用いられる酸化マグネシウムは、特に限定されるものではなく、例えば、炭酸マグネシウムや水酸化マグネシウムなどのマグネシウム塩を主要な成分として含有する固体を350℃から1300℃で焼成することで得ることができる。また、天然に存在する水滑石や菱苦土鉱等のマグネシウムを含有する原料を焼成もしくは電気融解させることで得られる。海水等のマグネシウムを有する水溶液に消石灰などのアルカリ原料を加えて析出させた水酸化マグネシウムを焼成もしくは電気融解して得られる。さらに、マグネシウムとカルシウムからなるドロマイトを加熱処理したドロマイトクリンカを用いることも可能である。軽焼マグネシアを使用する場合は、不純物量は15質量%以下であることが初期強度発現性の観点から好ましく、10質量%以下であることがさらに好ましい。これらは、工業製品として広く流通していることから容易に入手可能である。 The magnesium oxide used in the present invention is not particularly limited, and can be obtained, for example, by calcining a solid containing a magnesium salt such as magnesium carbonate or magnesium hydroxide as a main component at 350 ° C to 1300 ° C. Can be done. It is also obtained by firing or electromelting a magnesium-containing raw material such as naturally occurring brucite or magnesite. It is obtained by calcining or electromelting magnesium hydroxide precipitated by adding an alkaline raw material such as slaked lime to an aqueous solution containing magnesium such as seawater. Further, it is also possible to use a dolomite clinker obtained by heat-treating dolomite composed of magnesium and calcium. When light-baked magnesia is used, the amount of impurities is preferably 15% by mass or less from the viewpoint of initial strength development, and more preferably 10% by mass or less. These are easily available because they are widely distributed as industrial products.
本発明に用いられる酸化マグネシウムのブレーン比表面積は、2000〜20000cm2/gが好ましく、3000〜15000cm2/gがより好ましい。2000cm2/g未満であると、反応性が不足するため施工完了までに時間を要する。20000cm2/gを超えると水を加えてからのこわばりが強く作業時間を確保できない。 Blaine specific surface area of the magnesium oxide used in the present invention is preferably 2000~20000cm 2 / g, 3000~15000cm 2 / g is more preferable. If it is less than 2000 cm 2 / g, it takes time to complete the construction because the reactivity is insufficient. If it exceeds 20000 cm 2 / g, the stiffness after adding water is so strong that the working time cannot be secured.
本発明に使用するカルシウムアルミネートは、カルシア原料とアルミナ原料などを混合して、キルンで焼成し、あるいは、電気炉で溶融し冷却して得られるCaOとAl2O3とを主成分とする水和活性を有する物質の総称であり、結晶質と非晶質が存在するが共に硬化時間が早く、初期強度発現性が高い材料である。
カルシウムアルミネートの代表的なものとしてはアルミナセメントが挙げられ、通常市販されているものが使用できる。例えば、アルミナセメント1号、アルミナセメント2号などが使用できる。
アルミナセメントよりも短時間で硬化し、その後の初期強度発現性が高い点から、溶融後に急冷した非晶質カルシウムアルミネートが好ましく、CaOとAl2O3とのモル比(CaO/Al2O3モル比)は、1.0〜3.0が好ましく、1.7〜2.5がより好ましい。CaO/Al2O3モル比が1.0〜1.7の場合は、セメントや消石灰及び生石灰を配合する事で硬化時間をより短縮して初期強度発現性を高めることが可能である。
さらに、本発明では、カルシウムアルミネート中に含まれるCaOやAl2O3以外の不純物が15質量%以下であることが初期強度発現性の観点から好ましく、10質量%以下であることがさらに好ましい。15質量%を超えると硬化に時間を費やし、さらに低温時には固まらない場合がある。不純物の代表例として酸化ケイ素があり、その他、アルカリ金属酸化物、アルカリ土類金属酸化物、酸化チタン、酸化鉄、アルカリ金属ハロゲン化物、アルカリ土類金属ハロゲン化物、アルカリ金属硫酸塩、及びアルカリ土類金属硫酸塩等がCaOやAl2O3の一部に置換したものがあるが、特に限定されるものでない。
The calcium aluminate used in the present invention contains CaO and Al 2 O 3 as main components, which are obtained by mixing a calcia raw material and an alumina raw material and firing them in a kiln or melting and cooling them in an electric furnace. It is a general term for substances having hydration activity, and is a material that has both crystalline and amorphous properties, but has a fast curing time and high initial strength development.
Alumina cement is a typical example of calcium aluminate, and commercially available ones can be used. For example, alumina cement No. 1 and alumina cement No. 2 can be used.
Amorphous calcium aluminate, which cures in a shorter time than alumina cement and has high initial strength development afterwards, is preferably amorphous calcium aluminate that has been rapidly cooled after melting, and the molar ratio of CaO to Al 2 O 3 (CaO / Al 2 O). The 3 molar ratio) is preferably 1.0 to 3.0, more preferably 1.7 to 2.5. If CaO / Al 2 O 3 molar ratio of 1.0 to 1.7, it is possible to increase the initial strength development was further shortened curing time by formulating a cement and hydrated lime and quicklime.
Further, in the present invention, impurities other than CaO and Al 2 O 3 contained in calcium aluminate are preferably 15% by mass or less from the viewpoint of initial strength development, and further preferably 10% by mass or less. .. If it exceeds 15% by mass, it takes time to cure, and it may not harden at a low temperature. Silicon oxide is a typical example of impurities, and other alkali metal oxides, alkaline earth metal oxides, titanium oxide, iron oxide, alkali metal halides, alkaline earth metal halides, alkali metal sulfates, and alkaline soil. Although there is one kind metal sulfate or the like is replaced with a portion of CaO and Al 2 O 3, not limited in particular.
カルシウムアルミネートのガラス化率は、反応活性の面で70%以上が好ましく、90%以上がより好ましい。70%以下であると初期強度発現性が低下する場合がある。カルシウムアルミネートのガラス化率は、反応活性の点で70%以上が好ましく、90%以上がより好ましい。ガラス化率は加熱前のサンプルについて、粉末X線回折法により結晶鉱物のメインピーク面積Sを予め測定し、その後1000℃で2時間加熱後、1〜10℃/分の冷却速度で徐冷し、粉末X線回折法による加熱後の結晶鉱物のメインピーク面積S0を求め、さらに、これらのS0及びSの値を用い、次の式を用いてガラス化率χを算出する。
ガラス化率χ(%)=100×(1−S/S0)
カルシウムアルミネートの粒度は、初期強度発現性の面で、ブレーン比表面積値3000cm2/g以上が好ましく、5000cm2/g以上がより好ましい。3000cm2/g未満であると硬化時間が長くなり初期強度発現性が低下する場合がある。
カルシウムアルミネートの使用量は、酸化マグネシウムとカルシウムアルミネートの合計100質量部に対して、5〜95質量部が好ましい。5質量部未満では、早期硬化が得られない場合がある。95質量部を超えると作業時間が得られず、コテ仕上げができない場合や転圧できない場合がある。
The vitrification rate of calcium aluminate is preferably 70% or more, more preferably 90% or more in terms of reaction activity. If it is 70% or less, the initial strength development may decrease. The vitrification rate of calcium aluminate is preferably 70% or more, more preferably 90% or more in terms of reaction activity. For the vitrification rate, the main peak area S of the crystalline mineral is measured in advance by powder X-ray diffraction method for the sample before heating, then heated at 1000 ° C. for 2 hours, and then slowly cooled at a cooling rate of 1 to 10 ° C./min. , The main peak area S0 of the crystalline mineral after heating by the powder X-ray diffraction method is obtained, and further, the vitrification rate χ is calculated by using the following formulas using the values of S0 and S.
Vitrification rate χ (%) = 100 × (1-S / S0)
The particle size of the calcium aluminate, in terms of initial strength development is preferably more than Blaine specific surface area 3000cm 2 / g, 5000cm 2 / g or more is more preferable. If it is less than 3000 cm 2 / g, the curing time may become long and the initial strength development may decrease.
The amount of calcium aluminate used is preferably 5 to 95 parts by mass with respect to 100 parts by mass in total of magnesium oxide and calcium aluminate. If it is less than 5 parts by mass, early curing may not be obtained. If it exceeds 95 parts by mass, the working time cannot be obtained, and the iron finishing may not be possible or the compaction may not be possible.
本発明に使用する石膏としては、二水石膏、半水石膏と無水石膏が使用でき、強度発現性の面では無水石膏が好ましく、弗酸副生無水石膏や天然無水石膏が使用できる。石膏を水に浸漬させたときのpHは、pH8以下の弱アルカリから酸性のものが好ましい。pHが高い場合、石膏成分の溶解度が高くなり、初期の強度発現性を阻害する場合がある。ここでいうpHとは、石膏/イオン交換水=1g/100gの20℃における希釈スラリーのpHをイオン交換電極等を用いて測定したものである。
石膏の粒度は、ブレーン比表面積値で3000cm2/g以上が好ましく、5000cm2/g以上が初期強度発現性と、適正な作業時間が得られる観点から好ましい。
石膏の使用量は、カルシウムアルミネート100質量部に対して、50〜200質量部が好ましい。50質量部未満では、作業時間が取れなくなり、強度発現性が低下する場合がある。200質量部を超えると作業時間は十分に取れるが、初期強度が得られない場合がある。
As the gypsum used in the present invention, dihydrate gypsum, hemihydrate gypsum and anhydrous gypsum can be used, anhydrous gypsum is preferable in terms of strength development, and fluoroacid by-product anhydrous gypsum and natural anhydrous gypsum can be used. The pH when the gypsum is immersed in water is preferably weakly alkaline to acidic with a pH of 8 or less. When the pH is high, the solubility of the gypsum component becomes high, which may inhibit the initial strength development. The pH referred to here is the pH of a diluted slurry of gypsum / ion-exchanged water = 1 g / 100 g at 20 ° C. measured using an ion-exchange electrode or the like.
The particle size of the gypsum, preferably 3000 cm 2 / g or more in Blaine specific surface area value, from the viewpoint of the 5000 cm 2 / g or higher initial strength development, the proper work time is obtained.
The amount of gypsum used is preferably 50 to 200 parts by mass with respect to 100 parts by mass of calcium aluminate. If it is less than 50 parts by mass, the working time may not be obtained and the strength development may be lowered. If it exceeds 200 parts by mass, sufficient working time can be taken, but the initial strength may not be obtained.
従来より、酸化マグネシウムと塩化マグネシウムもしくは硫酸マグネシウムを混和させ、マグネシウムオキシクロライドを生成させることで硬化するマグネシアセメントが知られている。使用するマグネシアセメントの種類は特に制限はなく、従来公知のマグネシアセメント自体を用いることができる。 Conventionally, magnesia cement has been known, which cures by mixing magnesium oxide with magnesium chloride or magnesium sulfate to generate magnesium oxychloride. The type of magnesia cement used is not particularly limited, and conventionally known magnesia cement itself can be used.
塩化マグネシウムもしくは硫酸マグネシウムの使用量は、酸化マグネシウム100質量部に対して、塩化マグネシウムが1100〜2400質量部、硫酸マグネシウムが1500〜3000質量部が好ましい。両者を併用する場合は、硫酸マグネシウム590〜1000質量部、塩化マグネシウム750〜1200質量部である。この範囲内であれば、混練物は練混ぜ後1時間以内で流動性は大きく低下し、その形状は保たれる。 The amount of magnesium chloride or magnesium sulfate used is preferably 1100 to 2400 parts by mass of magnesium chloride and 1500 to 3000 parts by mass of magnesium sulfate with respect to 100 parts by mass of magnesium oxide. When both are used in combination, magnesium sulfate is 590 to 1000 parts by mass and magnesium chloride is 750 to 1200 parts by mass. Within this range, the kneaded product has a large decrease in fluidity within 1 hour after kneading, and its shape is maintained.
本発明の土壌の使用量は、特に限定されるものではないが、通常、土壌を除いた防草材100質量部に対して100〜1000質量部が好ましく、200〜600質量部がより好ましい。土壌が100質量部より低いと強度発現性は高いが経済的に好ましくない。1000質量部より高いと強度が低く、凹んでしまう可能性がある。 The amount of the soil used in the present invention is not particularly limited, but is usually preferably 100 to 1000 parts by mass, more preferably 200 to 600 parts by mass, based on 100 parts by mass of the weed control material excluding the soil. When the soil is lower than 100 parts by mass, the strength development is high, but it is economically unfavorable. If it is higher than 1000 parts by mass, the strength is low and there is a possibility of denting.
本発明で使用する土壌は、砂利、砂、礫、粘土のいずれか1種又は2種以上を含むもので、特に限定されるものではない。山砂、川砂、海砂等のサンド質土壌やシルト質土壌、クレイ質土壌、工事から発生する残土、軽量骨材や再生骨材などいずれも使用できる。一般には、天然土である真砂土や乾燥砂は品質が安定しており、より好ましい。 The soil used in the present invention contains any one or more of gravel, sand, gravel, and clay, and is not particularly limited. Sandy soil such as mountain sand, river sand, and sea sand, silt soil, clay soil, residual soil generated from construction, lightweight aggregate, and recycled aggregate can all be used. In general, decomposed granite soil and dry sand, which are natural soils, have stable quality and are more preferable.
水の配合量は、本発明の防草材の合計100質量部に対して15〜100質量部が好ましい。15質量部未満では均一な混合が困難となる場合があり、100質量部を超えると強度が得られない場合がある。 The blending amount of water is preferably 15 to 100 parts by mass with respect to a total of 100 parts by mass of the weed control material of the present invention. If it is less than 15 parts by mass, uniform mixing may be difficult, and if it exceeds 100 parts by mass, strength may not be obtained.
本発明では、凝結調整剤を使用することが可能である。凝結調整剤はセメントの凝結を促進、遅延するものであれば特に限定されるものではない。具体的には、水酸化アルカリ、アルカリ金属塩化物塩、アルカリ金属炭酸塩、オキシカルボン酸又はその塩、リン酸又はその塩、デキストリン、ショ糖などを1種又は2種以上、本発明の目的を実質的に阻害しない範囲で使用することが可能である。 In the present invention, it is possible to use a coagulation modifier. The coagulation adjuster is not particularly limited as long as it promotes or delays the coagulation of cement. Specifically, one or more of alkali hydroxide, alkali metal chloride salt, alkali metal carbonate, oxycarboxylic acid or a salt thereof, phosphoric acid or a salt thereof, dextrin, sucrose, etc. Can be used within a range that does not substantially inhibit.
本発明では、ウッドチップ、もみ殻などの嵩をあげる増量材、各種ポルトランドセメント、水酸化カルシウム、塩化カルシウム、石灰石微粉末、フライアッシュ、カオリン、シラス、珪藻土及びシリカフュームなどの混和材料、消泡剤、増粘剤、防錆剤、防凍剤、ポリマー、ベントナイトなどの粘土鉱物、ハイドロタルサイトなどのアニオン交換体、着色剤などを1種又は2種以上、本発明の目的を実質的に阻害しない範囲で使用することが可能である。 In the present invention, bulking materials such as wood chips and rice husks, various Portland cements, calcium hydroxide, calcium chloride, limestone fine powder, fly ash, kaolin, silas, diatomaceous earth, silica fumes and other admixtures, and defoaming agents. , Thickener, rust preventive, antifreeze, polymer, clay mineral such as bentonite, anion exchanger such as hydrotalcite, colorant, etc., one or more, which does not substantially impair the object of the present invention. It can be used in a range.
本発明において、各材料の混合方法は、特に限定されるものではなく、それぞれの材料を施工時に混合しても良く、あらかじめ一部を、あるいは全部を混合しておいても差し支えないが、事前に混合し、現場で水を混合するほうが、品質面で好ましい。 In the present invention, the mixing method of each material is not particularly limited, and each material may be mixed at the time of construction, or a part or all of them may be mixed in advance. It is preferable in terms of quality to mix with water and mix with water in the field.
混合装置としては、既存のいかなる装置も使用可能であり、例えば、傾胴ミキサ、オムニミキサ、ヘンシェルミキサ、V型ミキサ、及びナウタミキサなどの使用が可能である。 As the mixing device, any existing device can be used, and for example, a tilting mixer, an omni mixer, a Henschel mixer, a V-type mixer, a nauta mixer, and the like can be used.
本発明では、地面の雑草を草刈機等で1cm以下程度に草刈し、刈り取った雑草を取り除いた上に防草材を敷き詰めて散水して被覆する方法。また、練混ぜた防草材を吹き付けて被覆する方法があり、草刈してその後に除草剤を散布してから被覆するとより好ましい。 The present invention is a method in which weeds on the ground are mowed to about 1 cm or less with a mower or the like, the mowed weeds are removed, and then a weed-proof material is spread and sprinkled with water to cover the weeds. In addition, there is a method of spraying a mixed herbicide to cover the grass, and it is more preferable to mow the grass and then spray the herbicide before covering.
防草材を草刈した地面に敷き詰めて、その上に散水して表面を固化させて被覆する場合は、地面に防草材を敷き詰めてならし、その上にジョウロ等で散水する方法が好ましい。敷き詰める厚さは特に限定されるものではなく、地面の凸部で1〜3cmの厚さが好ましい。1cm以下であると全体に被覆することができにくくなるため、防草効果が低くなる場合があり、3cm以上では防草効果は高いが材料費が高くなり、多大な労力がかかるため好ましくない。 When the weed-proof material is spread on the mowed ground and sprinkled on it to solidify and cover the surface, it is preferable to spread the weed-proof material on the ground and sprinkle water on it with a watering can or the like. The thickness to be spread is not particularly limited, and a thickness of 1 to 3 cm is preferable at the convex portion of the ground. If it is 1 cm or less, it becomes difficult to cover the entire surface, so that the weed control effect may be low. If it is 3 cm or more, the weed control effect is high, but the material cost is high, which is not preferable because a great deal of labor is required.
練混ぜた防草材を草刈した地面に吹き付けて表面を固化させて被覆する場合は、防草材に連続的に水を供給する連続練りミキサを使用して、練混ぜた防草材を圧送し、先端で圧縮空気を挿入して吹き付ける方法が施工性の点で好ましい。のり面等の傾斜がある場合は、さらに先端で可塑剤や液体急結剤を添加しても良い。練混ぜに使用する水の量は、ポンプで圧送が可能な流動性が得られるように、例えば、フロー値(JISR5201−1998準拠)で170〜230mmになるように水を加えることが好ましい。 When spraying the kneaded weed control material onto the mowed ground to solidify and cover the surface, use a continuous kneading mixer that continuously supplies water to the weed control material to pump the kneaded weed control material. However, a method of inserting compressed air at the tip and blowing it is preferable in terms of workability. If the slope is inclined, a plasticizer or a liquid quick-setting agent may be added at the tip. The amount of water used for kneading is preferably 170 to 230 mm in terms of flow value (JISR5201-1998 compliant) so that fluidity that can be pumped can be obtained.
練混ぜた防草材を圧送するポンプは、特に限定されるものではなく、例えば、ピストン式ポンプ、スクイズ式ポンプ、又はスネイク式ポンプ等のポンプを使用できる。これらの中では、例えば、供給された防草材を混合機の先端の羽根で圧入された水と練混ぜし、それに連結しているスネイク式のポンプで連続的に圧送する連続練り圧送装置で練混ぜて圧送する方法が、作業性の面で好ましい。 The pump for pumping the mixed herbicide is not particularly limited, and for example, a pump such as a piston type pump, a squeeze type pump, or a snake type pump can be used. Among these, for example, a continuous kneading pumping device that kneads the supplied weed control material with water press-fitted by the blade at the tip of the mixer and continuously pumps it with a snake-type pump connected to it. The method of kneading and pumping is preferable in terms of workability.
練混ぜて圧送された防草材は、先端の吹付けノズルで圧縮空気を挿入して吹き付ける方法ができる。また、傾斜の強いのり面などでは、圧縮空気に液体の可塑剤や酸性液体急結剤と混合して吹き付けする方法もある。添加方法は、特に限定されるものではないが、シャワリング管やY字管を用いてモルタルに添加する方法がある。吹き付ける厚さは、特に限定されるものではなく、地面の凸部で1〜3cmの厚さが好ましい。1cm以下であると均一に被覆することができにくくなるため、防草効果が低くなる場合があり、3cm以上では防草効果は高いが経済的に好ましくない。 The weed-proof material that has been kneaded and pumped can be sprayed by inserting compressed air with a spray nozzle at the tip. Further, on a slope with a strong slope, there is also a method of mixing compressed air with a liquid plasticizer or an acidic liquid quick-setting agent and spraying the compressed air. The addition method is not particularly limited, but there is a method of adding to the mortar using a showering tube or a Y-shaped tube. The thickness to be sprayed is not particularly limited, and a thickness of 1 to 3 cm is preferable at the convex portion of the ground. If it is 1 cm or less, it becomes difficult to uniformly cover it, so that the weed control effect may be low. If it is 3 cm or more, the weed control effect is high, but it is economically unfavorable.
作業性の確保の観点から、防草材の硬化時間は10分以上が好ましい。また、2N/mm2以上の強度が確保されない場合や、硬化速度が遅い場合では十分な防草効果を得ることができない。加えて、雨風で防草材が流出したり、養生期間を設ける必要がある。 From the viewpoint of ensuring workability, the curing time of the weed control material is preferably 10 minutes or more. Further, when the strength of 2 N / mm 2 or more is not secured or when the curing speed is slow, a sufficient weed control effect cannot be obtained. In addition, it is necessary to run out the weed control material due to rain and wind, and to provide a curing period.
以下、本発明の実験例に基づいて説明する。 Hereinafter, description will be given based on an experimental example of the present invention.
「実験例1」
表1に示すように、酸化マグネシウムとカルシウムアルミネートの割合を変えた合計100質量部に対して、石膏を0〜100質量部、凝結調整剤0.5質量部、土壌を600質量部加えて防草材を調製した。この防草材を型枠に敷設後、敷き詰めた防草材100質量部に対して、水を20質量部散水して試験体を作製した。その後、硬化時間、圧縮強度を測定した。結果を表1に併記した。
また、比較として、普通セメントを用いたモルタルを調製した。モルタルの配合は、水セメント比50質量%、(一社)セメント協会製標準砂と普通ポルトランドセメントの割合を3/1としたJISR 5201に記載のモルタルを作製した。
"Experimental Example 1"
As shown in Table 1, to a total of 100 parts by mass in which the ratio of magnesium oxide and calcium aluminate was changed, 0 to 100 parts by mass of gypsum, 0.5 parts by mass of a coagulation adjuster, and 600 parts by mass of soil were added. Weed control material was prepared. After laying this weed-proof material on a mold, 20 parts by mass of water was sprinkled on 100 parts by mass of the spread weed-proof material to prepare a test body. Then, the curing time and the compressive strength were measured. The results are also shown in Table 1.
For comparison, a mortar using ordinary cement was prepared. As for the composition of the mortar, the mortar described in JIS R 5201 was prepared in which the ratio of water cement was 50% by mass and the ratio of standard sand manufactured by Cement Association and ordinary Portland cement was 3/4.
<使用材料>
カルシウムアルミネート:炭酸カルシウムと酸化アルミニウムのCaO/Al2O3モル比を2.2、シリカを3質量%加えて、1650℃で溶融して急冷した、ガラス化率97%、ブレーン比表面積5000cm2/g
ポルトランドセメント:高炉B種セメント、ブレーン比表面積3750cm2/g
石膏:天然無水石膏、ブレーン比表面積5000cm2/g
土壌:新潟県産川砂乾燥品、1.2mm篩下
アルミナセメント:アルミナセメント1号、デンカ社製
凝結調整剤:無水クエン酸ナトリウム、磐田化学工業社製
水:水道水
普通セメント:普通ポルトランドセメント、市販品
砂:(社)セメント協会製標準砂
酸化マグネシウム:中国産マグネシウムを焼成し、ブレーン比表面積4000cm2/gになるよう調製したもの。
<Material used>
Calcium aluminate: CaO / Al 2 O 3 molar ratio of calcium carbonate and aluminum oxide was 2.2, silica was added in 3% by mass, melted at 1650 ° C. and rapidly cooled, vitrification rate 97%, brain specific surface area 5000 cm. 2 / g
Portland cement: Blast furnace type B cement, brain specific surface area 3750 cm 2 / g
Gypsum: Natural anhydrous gypsum, brain specific surface area 5000 cm 2 / g
Soil: Dried river sand from Niigata prefecture, 1.2 mm under-sieving alumina cement: Alumina cement No. 1, Denka's coagulation adjuster: Anhydrous sodium citrate, Iwata Chemical Industry Co., Ltd. Water: Tap water Ordinary cement: Ordinary Portland cement, Commercially available sand: Standard sand manufactured by Cement Association Magnesium oxide: Magnesium oxide produced in China is calcined to prepare a brain specific surface area of 4000 cm 2 / g.
<測定方法>
硬化時間:練混ぜた防草材を指で押してもへこまない時間を測定した。
圧縮強度:一軸圧縮強度は、20℃・相対湿度60%の環境で安定処理混合物の一軸圧縮試験方法( 舗装試験法便覧 日本道路協会)に準拠し、供試体寸法を直径100mm 、高さ127mmの円柱状とし、供試体は3層詰めで各層を25回突いて作製した。材齢6時間と28日強度を測定し、養生方法は、20℃・相対湿度60%の環境下で気乾養生とした。
<Measurement method>
Curing time: The time during which the kneaded weed control material was not dented even when pressed with a finger was measured.
Compression strength: The uniaxial compression strength conforms to the uniaxial compression test method (Pavement Test Method Handbook, Japan Road Association) of a stable treatment mixture in an environment of 20 ° C and 60% relative humidity, and the specimen dimensions are 100 mm in diameter and 127 mm in height. The test piece was made into a columnar shape, packed in three layers, and each layer was pierced 25 times. The strength of the material was measured at 6 hours and 28 days, and the curing method was air-dry curing in an environment of 20 ° C. and 60% relative humidity.
表1から、本発明の防草材は、硬化時間が短く、初期強度発現性が高いことが分かる。 From Table 1, it can be seen that the herbicide of the present invention has a short curing time and a high initial strength development.
「実験例2」
酸化マグネシウム60質量部、カルシウムアルミネート40質量部の合計100質量部に対して、石膏を20質量部、凝結調整剤0.5質量部、土壌を600質量部加えて防草材を調製した。この防草材を型枠に敷設後、敷き詰めた防草材100質量部に対して、水を20質量部散水して試験体を作製した。その後、硬化時間、圧縮強度を測定した。その後、硬化時間、圧縮強度、静弾性係数を測定した。結果を表2に併記した。
また、比較として、普通セメントを用いたモルタルを調製した。モルタルの配合は、水セメント比50質量%、(一社)セメント協会製標準砂と普通ポルトランドセメントの割合を3/1としたJISR 5201に記載のモルタルを調製した。
"Experimental Example 2"
A weed control material was prepared by adding 20 parts by mass of gypsum, 0.5 parts by mass of a coagulation adjuster, and 600 parts by mass of soil to a total of 100 parts by mass of 60 parts by mass of magnesium oxide and 40 parts by mass of calcium aluminate. After laying this weed-proof material on a mold, 20 parts by mass of water was sprinkled on 100 parts by mass of the spread weed-proof material to prepare a test body. Then, the curing time and the compressive strength were measured. Then, the curing time, compressive strength, and static elastic modulus were measured. The results are also shown in Table 2.
For comparison, a mortar using ordinary cement was prepared. As for the composition of the mortar, the mortar described in JIS R 5201 was prepared with a water-cement ratio of 50% by mass and a ratio of standard sand manufactured by Cement Association and ordinary Portland cement to 3/1.
<使用材料>
カルシウムアルミネート:炭酸カルシウムと酸化アルミニウムのCaO/Al2O3モル比を変えて、シリカを3質量%加えて、1650℃で溶融して急冷した、ガラス化率97%、ブレーン比表面積5000cm2/g
ポルトランドセメント:高炉B種セメント、ブレーン比表面積3750cm2/g
石膏:天然無水石膏、ブレーン比表面積5000cm2/g
土壌:新潟県産川砂乾燥品、1.2mm篩下
アルミナセメント:アルミナセメント1号、デンカ社製
凝結調整剤:無水クエン酸ナトリウム、磐田化学工業社製
水:水道水
普通セメント:普通ポルトランドセメント、市販品
砂:(社)セメント協会製標準砂
酸化マグネシウム:中国産マグネシウムを焼成し、ブレーン比表面積4000cm2/gになるよう調製したもの。
<Material used>
Calcium aluminate: CaO / Al 2 O 3 molar ratio of calcium carbonate and aluminum oxide was changed, 3% by mass of silica was added, melted at 1650 ° C. and rapidly cooled, vitrification rate 97%, brain specific surface area 5000 cm 2 / G
Portland cement: Blast furnace type B cement, brain specific surface area 3750 cm 2 / g
Gypsum: Natural anhydrous gypsum, brain specific surface area 5000 cm 2 / g
Soil: Dried river sand from Niigata prefecture, 1.2 mm under-sieving alumina cement: Alumina cement No. 1, Denka's coagulation adjuster: Anhydrous sodium citrate, Iwata Chemical Industry Co., Ltd. Water: Tap water Ordinary cement: Ordinary Portland cement, Commercially available sand: Standard sand manufactured by Cement Association Magnesium oxide: Magnesium oxide produced in China is calcined to prepare a brain specific surface area of 4000 cm 2 / g.
表2から、本発明の防草材は、硬化時間が短く、初期強度発現性が高いことが分かる。 From Table 2, it can be seen that the herbicide of the present invention has a short curing time and a high initial strength development.
「実験例3」
酸化マグネシウム30質量部、カルシウムアルミネート70質量部の合計100質量部に対して、塩化マグネシウムを330質量部もしくは硫酸マグネシウムを450質量部添加し、石膏を20質量部、凝結調整剤0.5質量部、土壌を600質量部加えて、防草材を調製した。この防草材を型枠に敷設後、敷き詰めた防草材100質量部に対して、水を20質量部散水して試験体を作製した。その後硬化時間、圧縮強度を測定した。結果を表3に併記した。
"Experimental Example 3"
To a total of 100 parts by mass of 30 parts by mass of magnesium oxide and 70 parts by mass of calcium aluminate, 330 parts by mass of magnesium chloride or 450 parts by mass of magnesium sulfate was added, 20 parts by mass of plaster, and 0.5 parts by mass of coagulation adjuster. A weed control material was prepared by adding 600 parts by mass of parts and soil. After laying this weed-proof material on a mold, 20 parts by mass of water was sprinkled on 100 parts by mass of the spread weed-proof material to prepare a test body. After that, the curing time and the compressive strength were measured. The results are also shown in Table 3.
表3から、本発明の防草材は、硬化時間が短く、初期強度発現性が高いことが分かる。 From Table 3, it can be seen that the herbicide of the present invention has a short curing time and a high initial strength development.
「実験例4」
実験例1の実験No.1-4、1-8、1-16、及び実験例3の実験No.3-1の各防草材について、防草材(酸化マグネシウム、カルシウムアルミネート、無水石膏、凝結調整剤、土壌)の合計100質量部に対して20質量部を散水ではなく、オムニミキサに加え、練混ぜたものを型枠または基礎面上に敷設したこと以外は実験例1と同様に試験した。
"Experimental Example 4"
For each of the weed control materials of Experiment No. 1-4, 1-8, 1-16 of Experimental Example 1 and Experiment No. 3-1 of Experimental Example 3, weed control materials (magnesium oxide, calcium aluminate, anhydrous gypsum) , Coagulation adjuster, soil), 20 parts by mass was added to the omnimixer instead of watering, and the mixture was laid on the mold or foundation surface in the same manner as in Experimental Example 1. Tested.
<使用材料>
カルシウムアルミネート:CaO/Al2O3モル比2.2、ガラス化率97%、ブレーン比表面積5000cm2/g
<Material used>
Calcium aluminate: CaO / Al 2 O 3 molar ratio 2.2, vitrification rate 97%, brain specific surface area 5000 cm 2 / g
表4から、本発明の防草材は、硬化時間が短く、初期強度発現性が高いことが分かる。 From Table 4, it can be seen that the herbicide of the present invention has a short curing time and a high initial strength development.
本発明の防草材及びその使用方法により、草刈の労力を軽減でき、防草の持続性が確保できるなどの効果を奏するので、河川の土手、田畑の畦畔、あるいは、鉄道、道路等の盛土ののり面などの雑草の生育を抑制することができるので、土木分野などで広範に使用される。 The weed-proofing material of the present invention and the method of using the weed-proofing material have effects such as reducing the labor of mowing and ensuring the sustainability of weed-proofing. Therefore, on river banks, ridges of fields, railways, roads, etc. It is widely used in the civil engineering field because it can suppress the growth of weeds such as the slope of the embankment.
Claims (6)
酸化マグネシウムとカルシウムアルミネートの合計100質量部に対して、カルシウムアルミネートの量が5〜95質量部であり、
土壌の量が、土壌を除いた防草材100質量部に対して100〜1000質量部である、防草材。 A herbicide containing magnesium oxide, calcium aluminate and soil .
The amount of calcium aluminate is 5 to 95 parts by mass with respect to 100 parts by mass of magnesium oxide and calcium aluminate in total.
A herbicide whose amount of soil is 100 to 1000 parts by mass with respect to 100 parts by mass of the herbicide excluding soil .
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