JPS603117B2 - Heavy clay soil conditioner - Google Patents

Heavy clay soil conditioner

Info

Publication number
JPS603117B2
JPS603117B2 JP52043703A JP4370377A JPS603117B2 JP S603117 B2 JPS603117 B2 JP S603117B2 JP 52043703 A JP52043703 A JP 52043703A JP 4370377 A JP4370377 A JP 4370377A JP S603117 B2 JPS603117 B2 JP S603117B2
Authority
JP
Japan
Prior art keywords
soil
soil conditioner
heavy clay
clay soil
water
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP52043703A
Other languages
Japanese (ja)
Other versions
JPS53130164A (en
Inventor
尭喜 古森
保孝 矢野
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taki Chemical Co Ltd
Original Assignee
Taki Chemical Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Taki Chemical Co Ltd filed Critical Taki Chemical Co Ltd
Priority to JP52043703A priority Critical patent/JPS603117B2/en
Publication of JPS53130164A publication Critical patent/JPS53130164A/en
Publication of JPS603117B2 publication Critical patent/JPS603117B2/en
Expired legal-status Critical Current

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  • Soil Conditioners And Soil-Stabilizing Materials (AREA)
  • Fertilizers (AREA)

Description

【発明の詳細な説明】 本発明は重粘土質土壌改良剤に関するものであり、より
具体的には、無機の多価アニオンを含有した塩基性アル
ミニウム塩からなる重粘土質土壌用改良剤に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a heavy clay soil conditioner, and more specifically to a heavy clay soil conditioner comprising a basic aluminum salt containing an inorganic polyvalent anion.

我国の耕作地には重粘土質土壌地帯が多く、このような
土壌は耕窓作業が極めて困難な‘よかりでなく、たとえ
耕転しても降雨或いは潅水により土壌は粘着硬化して、
水及び空気の流通が殆んど不可能に近い状態になるため
作物の生育が著しく阻害される。
Many of the cultivated lands in Japan have heavy clay soils, and such soils are extremely difficult to work with, and even if they are plowed, rain or irrigation can cause the soil to stick and harden.
Crop growth is severely inhibited because water and air circulation becomes almost impossible.

また、このような地帯では耕地としての価値が少なく開
拓されていないところも多い。従ってこのような土壌を
良好な耕作地に改良することは我国農業の大きな課題と
なっている。土壌固化剤と称して軟弱地盤の固化、漏水
防止に塩基性アルミニウム塩、亜硫酸パルプ廃液、アク
リルァミドモノマー、水ガラス、アルミン酸ソーダ、尿
素ーホルマリン初期縮合物等とこれらのゲル化剤あるい
は硬化剤が使用されているが、これらは地盤全体を急激
に固化し、高強度を付与することを目的とするものであ
り、重粘土質士壌は前記の如くそれ目体濯水、雨水等に
より粘着固化するものであるから、この様な薬剤は適さ
ない。従って現在行なわれている方法としては、■暗渠
排水管を埋没する方法■0±破砕による方法■砂客土に
よる方法■堆肥を多量施用する方法等であるが、■、■
あるいは■の方法は経済面で問題があり、また改良効果
も十分でなく、■の方法は堆肥の製造と施用に多大の労
力を要し、必ずしも十分実効をあげている訳ではない。
ただ近年水溶性有機高分子あるいは塩基性塩化アルミニ
ウムを単味で使用する方法も提案されているが、前者に
関しては薬剤が高価でその安全性も未確認のものが多く
、後者に関しては土壌中のカリウム、カリシウム、マグ
ネシウム等の作物の生育に必要な腸イオンがアルミニウ
ムと置換して著しい綾脱を招釆し、さらに塩素イオンに
よる作物への障害もあるため、耕作地を目的とした土壌
改良剤としては望ましくない。
In addition, many areas in these areas have little value as arable land and remain undeveloped. Therefore, improving such soil into good arable land is a major challenge for Japanese agriculture. Basic aluminum salts, sulfite pulp waste liquid, acrylamide monomer, water glass, sodium aluminate, urea-formalin initial condensate, etc., and their gelling agents or hardening agents are used as soil solidifying agents to solidify soft ground and prevent water leakage. However, these are intended to rapidly solidify the entire ground and give it high strength, and as mentioned above, heavy clay soil becomes sticky due to body rinsing, rainwater, etc. Such drugs are not suitable because they solidify. Therefore, the methods currently being used include: ■ Burying the culvert drainage pipe ■ Method using 0± crushing ■ Method using sand and soil ■ Method using large amounts of compost, etc.
Alternatively, the method (2) has economical problems and does not have sufficient improvement effects, and the method (2) requires a great deal of labor to produce and apply the compost, and is not necessarily fully effective.
However, in recent years, methods of using water-soluble organic polymers or basic aluminum chloride alone have been proposed, but the former is expensive and its safety is often unconfirmed, while the latter is a method of using potassium in the soil. Intestinal ions necessary for crop growth, such as calcium, magnesium, etc., are replaced with aluminum, causing significant dehydration, and chlorine ions can also cause damage to crops, so it is not recommended as a soil conditioner for cultivated land. is not desirable.

本発明士薮改良剤は、即ち、この後者の塩基性塩化アル
ミニウムの有する匁点を敦善すべく研究した結果なされ
たものであって、本第1の発明は無機の多価アニオンを
含有した塩基性アルミニウム塩からなる土壌改良剤に関
し、本第2の発明は無機の多価アニオンと無機の1価ア
ニオンを含有した塩基性アルミニウム塩からなる土壌改
良剤に関し、腸イオンの溶脱が僅少で団粒効果の大きな
土壌改良剤を提供することをその目的とするものである
The present inventor's brush improver was created as a result of research to improve the momme point of the latter basic aluminum chloride, and the first invention contains an inorganic polyvalent anion. The second invention relates to a soil conditioner made of a basic aluminum salt, and the second invention relates to a soil conditioner made of a basic aluminum salt containing an inorganic polyvalent anion and an inorganic monovalent anion. The purpose is to provide a soil conditioner with a large grain effect.

本発明の対象となる土壌は国際土壌学会の測定法及び分
類法による重埴士(粘度45%以上、シルト55%以下
)及びこれに近い性質を有する粘度40〜45%、シル
ト55〜60%の土壌である。
The soil that is the subject of the present invention is a heavy soil (viscosity 45% or more, silt 55% or less) according to the measurement and classification method of the International Society of Soil Science, and similar properties with a viscosity of 40 to 45% and silt of 55 to 60%. soil.

以下これらの土壌を重粘土質士鱗という。本第1の発明
の重粘土質土壌改良剤としては例えば、塩基性硫酸アル
ミニウムあるいはアルミニウムイオンの一部を3価の鉄
イオンで直摸したものであり、塩基度は後述の方法で計
算して30〜60の範囲にあるものである。
Hereinafter, these soils will be referred to as heavy clay soils. The heavy clay soil conditioner of the first invention is, for example, one in which basic aluminum sulfate or a part of aluminum ion is directly imitated with trivalent iron ion, and the basicity is calculated by the method described below. It is in the range of 30-60.

本第2の発明の重粘土質土壌改良剤は−般式Rm(OH
)nX3m−n‐akYk(但し、RはAIまたはNと
3価のFeを、×はCI、N03等の無機の1価アニオ
ンを、Yは硫酸、りん酸、ケイ酸等の無機の多価アニオ
ンを、aは無機の多価アニオンYの価数をそれぞれ示し
、X/Y(モル比)郎ち、3m−n−ak/k=1〜I
Q塩基度即ち、n/3m×100=30〜85%)で示
されるものである。
The heavy clay soil conditioner of the second invention has the general formula Rm(OH
) n anion, a indicates the valence of the inorganic multivalent anion Y, X/Y (molar ratio), 3m-n-ak/k=1 to I
Q basicity, that is, n/3m×100=30 to 85%).

しかして、本第1及び第2の発明の重粘土質土壌改良剤
の濃度は溶液として安定な範囲であればよく、上記範囲
の組成を有する塩基性アルミニウム塩水溶液でも、これ
を粉末化したものでもよい。
Therefore, the concentration of the heavy clay soil conditioner of the first and second inventions may be within a stable range as a solution, and even a basic aluminum salt aqueous solution having a composition within the above range may be used as a powder. But that's fine.

今、本第1及び第2の発明の効果の一部を具体的に示せ
ば次の遮りである。
Now, to specifically show some of the effects of the first and second inventions, they are the following interruptions.

具体例 1 風乾した重粘土質土壌(粘土51.5%、シルト41.
2%、紬砂69%、槌砂0.4%、塩基置換容量28.
8h.e.)500のこ、第1表に示す組成の±穣改良
剤をR203(但し、Rは山またはAIと3価のFeを
示す)濃度1%に稀釈した水溶液100夕を添加混合し
、風乾した後輪8Uし、直径1〜2肋の粒団20夕をと
り、耐水性試験を行なった。
Specific example 1 Air-dried heavy clay soil (51.5% clay, 41% silt).
2%, pongee sand 69%, hammer sand 0.4%, base substitution capacity 28.
8h. e. ) 500 pieces of sawdust, 100 pieces of an aqueous solution prepared by diluting a grain improver having the composition shown in Table 1 to a concentration of 1% R203 (where R represents mountain or AI and trivalent Fe) were added and mixed, and the mixture was air-dried. A water resistance test was conducted using a rear wheel of 8U and 20 grains of 1 to 2 ribs in diameter.

また、風乾後の±穣10夕をとり土壌の班、鰭導度(E
C)及び水落性成分を分析した。
In addition, after air-drying ± 10 days after harvest, soil mass, fin conductivity (E
C) and water-removal components were analyzed.

耐水性試験方法 砂層上部に敷いた炉紙上に粒団20夕を薄く広げ、炉紙
の下0.5幼の深さまで水を入れて試料を24時間毛管
湿潤させた。
Water Resistance Test Method Twenty grains were spread thinly on a paper sheet placed on top of the sand layer, and water was poured to a depth of 0.5 mm below the paper sheet to allow capillary wetting of the sample for 24 hours.

この試料を水200の‘の入った300の‘容三角フラ
スコに入れて、2少時間放置し、次いで往復型振とう機
(10q団/分)で30分嫁とうした後、ャーダーの輪
別菱魔(節目径、1.Q舷、0.5肋、0.25舷、振
幅3.8の、スピード30回/分)を用いて40分水中
齢刺し、嵐乾した後重量を測定し粒団分布を測定した。
第1表に、用いた土壌改良剤の組成を、第2表に、粒団
分析結果を示す。
This sample was placed in a 300ml Erlenmeyer flask containing 200ml of water, left to stand for 2 hours, then stirred in a reciprocating shaker (10q/min) for 30 minutes, and then separated into jars. Using a rhombus (knot diameter, 1.Q broadside, 0.5 ribs, 0.25 broadside, amplitude 3.8, speed 30 times/min), the fish were pricked under water for 40 minutes, and after drying, the weight was measured. Particle distribution was measured.
Table 1 shows the composition of the soil conditioner used, and Table 2 shows the results of particle analysis.

第 1 表 第2表 ※未処理士嬢 上表から明らかなように本第1の発明及び本第2の発明
の土壌改良剤は極めて団粒効果が大きいことがわかる。
Table 1 Table 2 *Untreated As is clear from the above table, the soil conditioners of the first invention and the second invention have extremely large agglomeration effects.

第3表※土壌対水比は]:5 則ち、本発明重粘土質士壌改良剤で処理した場合賜イオ
ンの綾脱が極めて4・さし、。
Table 3 *Soil to water ratio]: 5 In other words, when treated with the heavy clay soil improver of the present invention, the depletion of ions was extremely high.

次に±壌の処理方法について述べれば重粘土質土壌に本
発明重粘土質土壌改良剤を稀釈して散布してもよいし、
漣水と共に導入してもよい。
Next, regarding the soil treatment method, the heavy clay soil conditioner of the present invention may be diluted and sprayed on heavy clay soil.
It may be introduced together with Rensui.

また粉末品を重粘土質土壌に添力増良合してもよい。こ
の様な土壌処理に先立って、本発明土壌改良剤に肥料塩
類例えば、硫酸アンモニウム、りん酸アンモニウム、塩
化加里、硫酸カリ等を含ませることもできる。本発明土
壌改良剤の添加量は重粘土質土壌の性質、土壌改良剤の
種類によって異なるが、風乾土壌に対してR2Q(但し
、RはNまたは釘と3価のFeを示す。
Powdered products may also be added to heavy clay soils. Prior to such soil treatment, the soil conditioner of the present invention may contain fertilizer salts such as ammonium sulfate, ammonium phosphate, potassium chloride, potassium sulfate, and the like. The amount of the soil conditioner of the present invention to be added varies depending on the nature of the heavy clay soil and the type of soil conditioner, but it is R2Q (where R represents N or nails and trivalent Fe) for air-dried soil.

)として0.02〜1%である。今、この添加量と団粒
効果及び溶脱効果を示せば次の通りである。具体例 2 風乾した重粘土質水田土壌(心士、粘土47.2%、シ
ルト42%、紬砂10.3%、粗砂0.5%)500夕
にAI夕3濃度0.5%、1.25%及び2.5%に稀
釈した具体例1のサンプルNO.3、7、11の土壌改
良剤100夕を添加混合して風乾し、具体例1と同様の
方法により粒団分布、pH、電導度(EC)、水溶怪力
ルシウムの測定及び分析を行なった。
) is 0.02 to 1%. The amount of addition, agglomeration effect, and leaching effect are as follows. Specific example 2 Air-dried heavy clay paddy soil (Shinshi, clay 47.2%, silt 42%, pongee sand 10.3%, coarse sand 0.5%) AI Yo3 concentration 0.5% at 500 yen, Sample No. 1 of Specific Example 1 diluted to 1.25% and 2.5%. 100 tons of soil conditioners Nos. 3, 7, and 11 were added and mixed, air-dried, and the particle distribution, pH, electrical conductivity (EC), and water-soluble lucium were measured and analyzed in the same manner as in Example 1.

その結果を第4表に示す。The results are shown in Table 4.

第4表 ※未処理土壌 以上の説明から明らかなように、本発明土壌改良剤によ
るときは腸イオンの溶脱が4・さく、本発明士壌改良剤
による重粘土質土壌の処理により「土壌は直ちに耐水性
のある適度の大きさに粒団化して柔軟組織となり、耕転
作業が極めて容易となるばかりでなく、透水性と空気の
流通及び保持性が著しく改善され、作物根は自由に伸長
しやすくなり、深部まで酸化状態となるため未処理土壌
のような還元による根腐れ現象が起らず作物の生育は良
好となる。
Table 4 * Untreated soil As is clear from the above explanation, when the soil conditioner of the present invention is used, the leaching of intestinal ions is 4.5%, and when heavy clay soil is treated with the soil conditioner of the present invention, The grains immediately aggregate into water-resistant, moderately sized grains, forming a flexible structure that not only makes tilling work extremely easy, but also significantly improves water permeability and air circulation and retention, allowing crop roots to grow freely. Since the soil becomes oxidized deep into the soil, the root rot caused by reduction unlike in untreated soil does not occur, and crops grow better.

以下に本発明の実施例を挙げる。Examples of the present invention are listed below.

実施例 1 重粘土質水田土壌(粘度40.0%、シルト44.0%
、網砂15.2%、粗砂0.8%、塩基置換容量松狐e
・)を風乾した後、論。
Example 1 Heavy clay paddy soil (viscosity 40.0%, silt 44.0%)
, mesh sand 15.2%, coarse sand 0.8%, base substitution capacity Matsugitsune
・) After air drying, analyze.

aポット‘こ各3k9入れ、具体例1のサンプルNo.
ム 7、11の土壌改良剤を風乾土に対しN203とし
て0.25%添加混合した後、潅水して2日間放遣した
。次いで水抜き脱塩し、ポット当り3夕の石灰と1夕の
水酸化マグネシウムを添加して2週間放置後、硫安、過
りん酸石灰、塩加をN、P205、均○としてポット当
り1タ上層に混合し、小麦を播種して生育状態を観察し
た。その結果を第5表に示す。第5表※・・・・・・未
処理区 a・・・・・・発芽、生育共不充分 b・・・・・・土壌状態はかなり良好であるが3月末よ
り下葉先端が枯れかかり、穂数も少ないc・・・・・・
±嬢、生育共良好d・・・・・・土壌、生育共良好 実施例 2 重粘土質土壌(粘土553%、シルト聡4%、細砂5.
3%、粗砂1。
A pot' contains 3k9 each, sample No. of specific example 1.
After adding and mixing 0.25% N203 of the soil conditioners Nos. 7 and 11 to the air-dried soil, the soil was irrigated and left for 2 days. Next, the water was drained and desalted, and 3 nights of lime and 1 night of magnesium hydroxide were added per pot, and after leaving it for 2 weeks, ammonium sulfate, superphosphate lime, and salt were mixed with N, P205, and 1 t of salt per pot. The mixture was mixed in the upper layer, and wheat was sown and the growth status was observed. The results are shown in Table 5. Table 5 *... Untreated area a... Insufficient germination and growth b... The soil condition is quite good, but the tips of the lower leaves have begun to wither from the end of March. , the number of panicles is also low c...
± Miss, good growth d...Soil, good growth Example 2 Heavy clay soil (clay 553%, silt 4%, fine sand 5.
3%, coarse sand 1.

0%、塩基置換容量31.5m.e.)を縦縞a‘こ本
第1の発明及び本第2の発明の土壌改良剤をAI203
として15k9散布し、漣水後、水抜き脱塩して、再び
溝水、耕転して水稲苗を楢付けた。
0%, base displacement capacity 31.5 m. e. ) is the vertical stripe a'.The soil conditioner of the first invention and the second invention is AI203.
After spraying 15k9, the water was drained and desalinated, drained again, and plowed to grow paddy rice seedlings.

生育は良好で本第1の発明の土壌改良剤処理区は玄米と
して39.0k9、第2の発明の処理区は42.0X9
であり、禾処理区は32.0k9であった。尚、元肥と
して硫安、過りん酸石灰、塩化をN、=P205、K2
0として100タ施用した。次に稲の収穫後耕転したが
本発明区はいずれもきわめて耕窓が容易で未処理区と比
較して約1′2の時間で耕転できた。本第1の発明の±
壌改良剤組成
The growth was good, and the brown rice in the soil conditioner treatment area of the first invention was 39.0X9, and the brown rice in the second invention treatment area was 42.0X9.
, and the total amount for the fertilization area was 32.0k9. In addition, ammonium sulfate, superphosphate lime, and chloride were used as base fertilizers, N, = P205, K2.
100 ta was applied as 0. Next, after the rice was harvested, the rice was plowed. All of the plots of the present invention were extremely easy to till, and it took about 1'2 more time to till the rice than in the untreated plots. ± of the first invention
Soil conditioner composition

Claims (1)

【特許請求の範囲】 1 無機の多価アニオンを含有した塩基性アルミニウム
塩からなる重粘土質土壌改良剤。 2 無機の多価アニオンと無機の1価アニオンを含有し
た塩基性アルミニウム塩からなる重粘土質土壌改良剤。
[Scope of Claims] 1. A heavy clay soil conditioner comprising a basic aluminum salt containing an inorganic polyvalent anion. 2. A heavy clay soil conditioner consisting of a basic aluminum salt containing an inorganic polyvalent anion and an inorganic monovalent anion.
JP52043703A 1977-04-15 1977-04-15 Heavy clay soil conditioner Expired JPS603117B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP52043703A JPS603117B2 (en) 1977-04-15 1977-04-15 Heavy clay soil conditioner

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP52043703A JPS603117B2 (en) 1977-04-15 1977-04-15 Heavy clay soil conditioner

Publications (2)

Publication Number Publication Date
JPS53130164A JPS53130164A (en) 1978-11-13
JPS603117B2 true JPS603117B2 (en) 1985-01-25

Family

ID=12671168

Family Applications (1)

Application Number Title Priority Date Filing Date
JP52043703A Expired JPS603117B2 (en) 1977-04-15 1977-04-15 Heavy clay soil conditioner

Country Status (1)

Country Link
JP (1) JPS603117B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01240323A (en) * 1988-03-18 1989-09-25 Mazda Motor Corp Suction system for vehicle

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4377419A (en) * 1981-07-09 1983-03-22 Chevron Research Company Stabilizing clay soil with hydroxy-aluminum solution
WO2021199259A1 (en) * 2020-03-31 2021-10-07 花王株式会社 Method for enhancing crushability of soil

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01240323A (en) * 1988-03-18 1989-09-25 Mazda Motor Corp Suction system for vehicle

Also Published As

Publication number Publication date
JPS53130164A (en) 1978-11-13

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