WO2015122333A1 - 土壌侵食防止剤 - Google Patents
土壌侵食防止剤 Download PDFInfo
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- WO2015122333A1 WO2015122333A1 PCT/JP2015/053136 JP2015053136W WO2015122333A1 WO 2015122333 A1 WO2015122333 A1 WO 2015122333A1 JP 2015053136 W JP2015053136 W JP 2015053136W WO 2015122333 A1 WO2015122333 A1 WO 2015122333A1
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- emulsion
- soil erosion
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- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09K—MATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
- C09K17/00—Soil-conditioning materials or soil-stabilising materials
- C09K17/14—Soil-conditioning materials or soil-stabilising materials containing organic compounds only
- C09K17/18—Prepolymers; Macromolecular compounds
- C09K17/20—Vinyl polymers
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08F—MACROMOLECULAR COMPOUNDS OBTAINED BY REACTIONS ONLY INVOLVING CARBON-TO-CARBON UNSATURATED BONDS
- C08F218/00—Copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and at least one being terminated by an acyloxy radical of a saturated carboxylic acid, of carbonic acid or of a haloformic acid
- C08F218/02—Esters of monocarboxylic acids
- C08F218/04—Vinyl esters
- C08F218/08—Vinyl acetate
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09K—MATERIALS FOR MISCELLANEOUS APPLICATIONS, NOT PROVIDED FOR ELSEWHERE
- C09K17/00—Soil-conditioning materials or soil-stabilising materials
- C09K17/14—Soil-conditioning materials or soil-stabilising materials containing organic compounds only
- C09K17/16—Soil-conditioning materials or soil-stabilising materials containing organic compounds only applied in a physical form other than a solution or a grout, e.g. as platelets or granules
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
Definitions
- the present invention relates to a soil erosion inhibitor that is suitably used to prevent soil erosion from slopes formed by embankments and cuts in the construction of construction sites, roads, dams, and the like.
- Patent Document 1 water-swellable absorbent resin, the sprayed materials compounded with soil drying inhibitor comprising a surfactant and a synthetic resin emulsion in an amount of spray material 1 m 3 per 0.5 ⁇ 1.5 kg By spraying on the surface, soil erosion is prevented.
- Patent Document 1 stipulates that a soil drying inhibitor is blended at a rate of 0.5 to 1.5 kg per 1 m 3 of spray material, it is sufficient to reduce the amount of resin used in the soil drying inhibitor. Measures for obtaining soil erosion effects have not been studied.
- the present invention has been made in view of such circumstances, and provides a soil erosion inhibitor capable of reducing the amount of resin used without impairing the effect of preventing soil erosion.
- a soil erosion inhibitor comprising an aqueous resin emulsion, wherein the emulsion has a solid content of 30 to 70% by mass, and the solid content in the emulsion is 40% by mass.
- a soil erosion inhibitor having a viscosity measured at 30 ° C. of 50 mPa ⁇ s or less after adjusting the water content is provided.
- the effect of preventing soil erosion increases as the amount of polymer in the soil erosion inhibitor contained per 1 m 3 of vegetation base composed of bark compost, fertilizer, seeds, soil erosion inhibitor and the like increases.
- the water content is adjusted to 30% by adjusting the water content so that the solid content is 40% by mass.
- the inventors have found that a synthetic resin emulsion having a measured viscosity of 50 mPa ⁇ s or less exhibits an excellent effect as a soil erosion inhibitor and has completed the present invention.
- the emulsion is an emulsion of a resin containing structural units derived from vinyl acetate.
- the emulsion is an ethylene-vinyl acetate copolymer emulsion.
- the solid content is 35 to 55% by mass.
- the emulsion has a viscosity measured at 30 ° C. of 1000 mPa ⁇ s or less.
- the soil erosion inhibitor of the present invention is a soil erosion inhibitor containing an aqueous resin emulsion, and the emulsion has a solid content of 30 to 70% by mass, and the solid content in the emulsion is 40% by mass.
- the type of the aqueous resin emulsion is not particularly limited, and is vinyl acetate resin emulsion, vinyl acetate copolymer emulsion, acrylate resin emulsion, styrene acrylate copolymer emulsion, ethylene-vinyl acetate copolymer emulsion, styrene- Examples include butadiene copolymer emulsion, vinylidene resin emulsion, polybutene resin emulsion, acrylonitrile-butadiene resin emulsion, methacrylate-butadiene resin emulsion, asphalt emulsion, epoxy resin emulsion, urethane resin emulsion, silicone resin emulsion, etc.
- Resin emulsion containing structural units derived from vinyl acetate are preferable, ethylene - vinyl acetate copolymer emulsion is more preferred.
- the method for producing the aqueous resin emulsion is not particularly limited, and for example, it can be produced by adding an emulsifier and a monomer to a dispersion medium containing water as a main component and emulsion polymerizing the monomer while stirring. Depending on the type and amount of emulsifier used during the production, the viscosity of the resulting emulsion can be changed.
- the emulsifier include ionic (cationic, anionic, and zwitterionic) surfactants and nonionic (nonionic) surfactants.
- nonionic surfactants include low molecular surfactants such as alkylglycosides, and high molecular surfactants such as polyethylene glycol and polyvinyl alcohol, and high molecular surfactants are preferred.
- the polymer surfactant is particularly preferably made of polyvinyl alcohol, and the average degree of polymerization thereof is, for example, 200 to 2500, preferably 400 to 2200, and more preferably 500 to 2000. Since polyvinyl alcohol has a higher emulsification dispersion power as the average degree of polymerization is larger, polyvinyl alcohol having an appropriate average degree of polymerization may be used so that an emulsion having a desired degree of dispersion can be obtained.
- Polyvinyl alcohol may be used in combination of a plurality of types having different average degrees of polymerization.
- the degree of saponification of polyvinyl alcohol is not particularly limited, but is, for example, 70% or more, and preferably 80 to 95%. This is because if the degree of saponification is too low, the solubility in water is extremely lowered, and it cannot be dissolved unless a special dissolution method is used, and it is difficult to use industrially.
- the lower the degree of saponification the higher the emulsifying and dispersing power of polyvinyl alcohol. Therefore, polyvinyl alcohol having an appropriate degree of saponification may be used so that an emulsion having a desired degree of dispersion can be obtained.
- Polyvinyl alcohol may be used in combination of a plurality of types having different saponification degrees.
- the amount of the emulsifier added is not particularly limited, but is, for example, 0.5 to 20 parts by mass with respect to 100 parts by mass of the dispersion medium, and preferably 1 to 10 parts by mass. Since the emulsifier dispersibility increases as the added amount of the emulsifier increases, the added amount of the emulsifier is appropriately adjusted so that an emulsion having a desired degree of dispersion can be obtained.
- the solid content in the aqueous resin emulsion is 30 to 70% by mass, preferably 35 to 55% by mass. If this solid content is too low, the amount of polymer in the emulsion is too small and the effect of preventing soil erosion is weak, and if the solid content is too high, the viscosity becomes too high and it is not easy to blend into spray materials. is there.
- the viscosity measured at 30 ° C. is 50 mPa ⁇ s or less after adjusting the water content so that the solid content in the aqueous resin emulsion is 40% by mass (hereinafter referred to as “adjusted viscosity”).
- adjusted viscosity the viscosity of the aqueous resin emulsion changes if the dispersion state changes.
- the lower the viscosity when measured with the same solid content the better the performance as a soil erosion inhibitor.
- the solid content is adjusted by adding pure water to an aqueous resin emulsion having a solid content of more than 40% by mass with gentle stirring until the solid content reaches 40% by mass. Can do.
- the solid content can be adjusted by maintaining the emulsion temperature at 50 ° C. and gently stirring and concentrating while blowing nitrogen. it can. Then, a viscosity is measured in the state which made the temperature of the aqueous resin emulsion 30 degreeC.
- the solid content rate can be measured according to JIS K 6828.
- the drying conditions are 105 ° C. and 3 hours.
- the viscosity can be measured with a Brookfield viscometer at 30 ° C. and 30 rpm.
- the lower limit of the adjusted viscosity is not particularly defined, but is, for example, 10 mPa ⁇ s.
- the viscosity increases as the solid fraction in the aqueous resin emulsion increases, the viscosity may exceed 50 mPa ⁇ s when the solid fraction of the aqueous resin emulsion exceeds 40 mass%. However, if the viscosity is too high, it is not easy to mix the aqueous resin emulsion into the spray material, so the viscosity measured at 30 ° C. is preferably 1000 mPa ⁇ s or less, and 500 mPa ⁇ s or less. Is more preferable.
- This soil erosion inhibitor may be sprayed alone on the surface to be protected, or it is sprayed on the surface to be protected together with the spraying material by mixing it with the spraying material that is mainly composed of soil and mixed with seeds, fertilizer, etc. May be.
- the spraying material that is mainly composed of soil and mixed with seeds, fertilizer, etc. May be.
- the method of spraying the spray material onto the target surface includes seed sprayers, customer soil sprayers, base material sprayers, etc., or if the target surface is vast, such as a helicopter It can also be seeded and sprayed from an aircraft.
- the amount of the soil erosion inhibitor added is not particularly limited, but should be added so that the amount of added polymer contained in the aqueous resin emulsion is 0.5 to 5 kg (preferably 2 to 4 kg) with respect to 1 m 3 of the spray material. Is preferred.
- part and % mean “part by mass” and “% by mass”, respectively.
- Emulsions 2 to 5 The same emulsifiers as those shown in Table 1 were used in the blending amounts (parts by mass) shown in Table 1, and vinyl acetate monomer and ethylene were used in the blending amounts (parts by mass) shown in Table 1 and were the same as in Production Example 1. Emulsions 2 to 5 were produced under the following conditions. Further, the solid content rate of the obtained emulsion was measured in the same manner as in Production Example 1. The results are shown in Table 1.
- Samples 2 to 29 were prepared by diluting the emulsions 1 to 5 obtained in Production Examples 1 to 5 and a commercially available vinyl acetate emulsion (commercial product 1), and the solid content and viscosity were measured.
- the emulsion was diluted by taking the emulsion into a container and gradually adding a specified amount of pure water with gentle stirring.
- the solid content was measured by the same method as described above.
- the viscosity was measured with a Brookfield viscometer (manufactured by Toki Sangyo Co., Ltd., model TVB-33L) at 30 ° C. and 30 rpm. The results are shown in Table 2.
- a vegetation base of a thick-layer base material sprayer blended with the prepared sample was prepared by the following method, and the amount of soil flowing out by a precipitation test was measured.
- FIG. 1 A plot of the relationship between the amount of polymer added and the amount of soil runoff in Table 2 is shown in FIG. Referring to FIG. 1, it can be seen that as the amount of added polymer increases, the amount of soil runoff generally decreases along the straight line L in FIG. 1. In the graph of FIG. 1, all the points for the emulsions 1 to 3 are located below the straight line L, and all the points for the emulsions 4 to 5 and the commercial product 1 are located above the straight line L. I understand that. This result means that when the amount of added polymer is the same, emulsions 1 to 3 are more effective in suppressing soil runoff than emulsions 4 to 5 and commercial product 1.
- FIG. 2 shows a plot of the relationship between the solid fraction and the viscosity in Table 2.
- the solid content and the common logarithm of viscosity are in a substantially linear relationship, and the slopes of the graphs are almost the same for emulsions 1 to 5 and commercial product 1.
- the viscosity of the emulsions 1 to 3 is lower than that of the emulsions 4 to 5 and the commercial product 1 regardless of the solid content value.
- the viscosity of the emulsions 1 to 3 is 50 mPa ⁇ s or less
- the viscosity of the emulsions 4 to 5 and the commercial product 1 is 50 mPa ⁇ s. It has become super.
- the aqueous resin emulsion having a viscosity of 50 mPa ⁇ s or less at a solid content of 40% by mass is excellent as a soil erosion inhibitor, and by using such an aqueous resin emulsion as a soil erosion inhibitor, It was demonstrated that the amount of resin used can be reduced without impairing the effect of preventing soil erosion.
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- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Organic Chemistry (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Materials Engineering (AREA)
- Soil Sciences (AREA)
- Polymers & Plastics (AREA)
- Medicinal Chemistry (AREA)
- Health & Medical Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Compositions Of Macromolecular Compounds (AREA)
- Soil Conditioners And Soil-Stabilizing Materials (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
- Addition Polymer Or Copolymer, Post-Treatments, Or Chemical Modifications (AREA)
Abstract
Description
好ましくは、前記エマルジョンは、酢酸ビニルに由来する構造単位を含む樹脂のエマルジョンである。
好ましくは、前記エマルジョンは、エチレン-酢酸ビニル共重合体エマルジョンである。
好ましくは、前記固形分率が35~55質量%である。
好ましくは、前記エマルジョンは、30℃で測定した粘度が1000mPa・s以下である。
攪拌機付きの高圧重合缶に、予め100部の純水に乳化剤としてデンカポバールB-05(鹸化度88mol%、平均重合度600、電気化学工業社製)4.1部及びデンカポバールB-17(鹸化度88mol%、平均重合度1700、電気化学工業社製)1.5部、助剤としてホルムアミジンスルフィン酸0.1部、酢酸ソーダ0.2部、硫酸第一鉄七水和物0.005部、エチレンジアミン四酢酸四ナトリウム0.01部を溶解したものを投入後、攪拌下酢酸ビニルモノマー及びエチレンを充填し内液温度を55℃とした後、過硫酸アンモニウム水溶液を連続添加し重合を行った。酢酸ビニルモノマーは109部、エチレンは20部を仕込んだ。重合末期にt-ブチルハイドロパーオキサイド水溶液を添加し、未反応の酢酸ビニルモノマー量が2%未満になるまで重合を継続した。
重合後に残存するエチレンをパージし、生成したエマルジョン中の未反応の酢酸ビニルモノマーを減圧除去した結果、未反応の酢酸ビニルモノマーが0.5%以下の水性樹脂エマルジョンを得た。
得られたエマルジョンの固形分率をJIS K 6828に準じて測定した。乾燥条件は、105℃で3時間とした。その結果を表1に示す。
乳化剤として表1に示す種類のものを表1に示す配合量(質量部)で用い、酢酸ビニルモノマー及びエチレンを表1に示す配合量(質量部)で用いた以外は、製造例1と同様の条件でエマルジョン2~5を製造した。また、得られたエマルジョンについて、製造例1と同様に固形分率を測定した。その結果を表1に示す。
製造例1~5で得られたエマルジョン1~5と、市販の酢酸ビニル系エマルジョン(市販品1)を希釈することによって、サンプル2~29を作製し、固形分率と粘度を測定した。エマルジョンの希釈は、エマルジョンを容器に取り、穏やかに攪拌しながら徐々に規定量の純水を添加することによって行った。固形分率は、上記と同様の方法で行った。粘度は、ブルックフィールド粘度計(東機産業社製、型式TVB-33L)で30℃、30rpmの条件にて測定した。その結果を表2に示す。
次に、以下の方法により、作製したサンプルを配合した厚層基材吹付工の植生基盤を作製し、降水試験により流出してくる土壌の量を測定した。
(1)混合: 容器にバーク堆肥(富士見環境緑化社製フジミソイル5号)を7L、高度化成肥料(日東エフシー社製、15-15-15)を21g、種子(カネコ種苗社製イタリアンライグラス)を3.5g、各種浸食防止剤を21g加え混練し、植生基盤材とした。
(2)施工: 植生基盤材を木枠に充填し平らに均したのちに上から体積半分まで圧縮した。
(3)養生: 木枠を外し、23℃室内で1晩養生した。
(4)降水: 養生した植生基盤に対し、ジョウロで降水した。植生基盤に9°の傾斜を与え、降水は50cmの高さから1時間に200mmの強さで30分間実施し、流出した土壌の乾燥重量を測定した。なお土壌乾燥条件は1晩風乾後に105℃で3時間とした。
Claims (5)
- 水性樹脂エマルジョンを含む土壌侵食防止剤であって、
前記エマルジョンは、固形分率が30~70質量%であり、且つ前記エマルジョン中の固形分率が40質量%になるように水分量を調整した上で30℃で測定した粘度が50mPa・s以下である、土壌侵食防止剤。 - 前記エマルジョンは、酢酸ビニルに由来する構造単位を含む樹脂のエマルジョンである、請求項1に記載の土壌侵食防止剤。
- 前記エマルジョンは、エチレン-酢酸ビニル共重合体エマルジョンである、請求項1又は2に記載の土壌侵食防止剤。
- 前記固形分率が35~55質量%である、請求項1~請求項3の何れか1つに記載の土壌侵食防止剤。
- 前記エマルジョンは、30℃で測定した粘度が1000mPa・s以下である、請求項1~請求項4の何れか1つに記載の土壌侵食防止剤。
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
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CN201580008484.7A CN106029834B (zh) | 2014-02-12 | 2015-02-04 | 抗土壤侵蚀剂 |
US15/118,395 US10479939B2 (en) | 2014-02-12 | 2015-02-04 | Soil erosion prevention agent |
JP2015562791A JP6581510B2 (ja) | 2014-02-12 | 2015-02-04 | 土壌侵食防止剤 |
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JP2014024559 | 2014-02-12 | ||
JP2014-024559 | 2014-02-12 |
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WO2015122333A1 true WO2015122333A1 (ja) | 2015-08-20 |
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PCT/JP2015/053136 WO2015122333A1 (ja) | 2014-02-12 | 2015-02-04 | 土壌侵食防止剤 |
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US (1) | US10479939B2 (ja) |
JP (1) | JP6581510B2 (ja) |
CN (1) | CN106029834B (ja) |
TW (1) | TWI642764B (ja) |
WO (1) | WO2015122333A1 (ja) |
Cited By (7)
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WO2017094747A1 (ja) * | 2015-11-30 | 2017-06-08 | デンカ株式会社 | 凍結融解安定性に優れる土壌侵食防止剤 |
JP2019052289A (ja) * | 2017-06-22 | 2019-04-04 | デンカ株式会社 | 土壌流出防止材及び土壌流出防止方法 |
JP2020114890A (ja) * | 2019-01-17 | 2020-07-30 | デンカ株式会社 | 土壌流出防止材及び土壌流出防止方法 |
WO2022079960A1 (ja) * | 2020-10-16 | 2022-04-21 | デンカ株式会社 | 樹脂エマルジョン散布液、樹脂エマルジョン散布液の評価方法 |
WO2022270078A1 (ja) * | 2021-06-24 | 2022-12-29 | デンカ株式会社 | エマルジョン組成物及び土壌侵食防止剤 |
JP7310000B1 (ja) | 2022-12-22 | 2023-07-18 | ミヨシ油脂株式会社 | 土壌浸食防止剤 |
JP7367252B1 (ja) * | 2023-05-22 | 2023-10-23 | ミヨシ油脂株式会社 | 土壌改質剤 |
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CN113631685B (zh) * | 2019-03-28 | 2023-10-20 | 电化株式会社 | 土壤流失防止材料及土壤流失防止方法 |
WO2021075104A1 (ja) * | 2019-10-18 | 2021-04-22 | デンカ株式会社 | 樹脂エマルジョンの散布方法 |
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2015
- 2015-02-04 JP JP2015562791A patent/JP6581510B2/ja not_active Expired - Fee Related
- 2015-02-04 CN CN201580008484.7A patent/CN106029834B/zh active Active
- 2015-02-04 WO PCT/JP2015/053136 patent/WO2015122333A1/ja active Application Filing
- 2015-02-04 US US15/118,395 patent/US10479939B2/en not_active Expired - Fee Related
- 2015-02-05 TW TW104103899A patent/TWI642764B/zh active
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CN108291144B (zh) * | 2015-11-30 | 2021-03-09 | 电化株式会社 | 具有良好冻结溶解稳定性的土壤侵蚀防止剂 |
CN108291144A (zh) * | 2015-11-30 | 2018-07-17 | 电化株式会社 | 具有良好冻结溶解稳定性的土壤侵蚀防止剂 |
JPWO2017094747A1 (ja) * | 2015-11-30 | 2018-09-13 | デンカ株式会社 | 凍結融解安定性に優れる土壌侵食防止剤 |
US10150916B2 (en) | 2015-11-30 | 2018-12-11 | Denka Company Limited | Soil erosion preventer having high freezing and thawing stability |
WO2017094747A1 (ja) * | 2015-11-30 | 2017-06-08 | デンカ株式会社 | 凍結融解安定性に優れる土壌侵食防止剤 |
JP2019052289A (ja) * | 2017-06-22 | 2019-04-04 | デンカ株式会社 | 土壌流出防止材及び土壌流出防止方法 |
JP7055704B2 (ja) | 2017-06-22 | 2022-04-18 | デンカ株式会社 | 土壌流出防止材及び土壌流出防止方法 |
JP2020114890A (ja) * | 2019-01-17 | 2020-07-30 | デンカ株式会社 | 土壌流出防止材及び土壌流出防止方法 |
JP7236277B2 (ja) | 2019-01-17 | 2023-03-09 | デンカ株式会社 | 土壌流出防止材及び土壌流出防止方法 |
WO2022079960A1 (ja) * | 2020-10-16 | 2022-04-21 | デンカ株式会社 | 樹脂エマルジョン散布液、樹脂エマルジョン散布液の評価方法 |
WO2022270078A1 (ja) * | 2021-06-24 | 2022-12-29 | デンカ株式会社 | エマルジョン組成物及び土壌侵食防止剤 |
JP7310000B1 (ja) | 2022-12-22 | 2023-07-18 | ミヨシ油脂株式会社 | 土壌浸食防止剤 |
JP2024089827A (ja) * | 2022-12-22 | 2024-07-04 | ミヨシ油脂株式会社 | 土壌浸食防止剤 |
JP7367252B1 (ja) * | 2023-05-22 | 2023-10-23 | ミヨシ油脂株式会社 | 土壌改質剤 |
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CN106029834B (zh) | 2019-05-14 |
US20170174988A1 (en) | 2017-06-22 |
CN106029834A (zh) | 2016-10-12 |
TWI642764B (zh) | 2018-12-01 |
JPWO2015122333A1 (ja) | 2017-03-30 |
US10479939B2 (en) | 2019-11-19 |
JP6581510B2 (ja) | 2019-09-25 |
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