JP2003301176A - Method for improving earth and sand and aqueous solution of polymer improver for earth and sand - Google Patents

Method for improving earth and sand and aqueous solution of polymer improver for earth and sand

Info

Publication number
JP2003301176A
JP2003301176A JP2002109206A JP2002109206A JP2003301176A JP 2003301176 A JP2003301176 A JP 2003301176A JP 2002109206 A JP2002109206 A JP 2002109206A JP 2002109206 A JP2002109206 A JP 2002109206A JP 2003301176 A JP2003301176 A JP 2003301176A
Authority
JP
Japan
Prior art keywords
sand
earth
soil
improving
polymer
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.)
Pending
Application number
JP2002109206A
Other languages
Japanese (ja)
Inventor
Yuuki Ashino
佑樹 芦野
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.)
FREEDOM INTELLECT KK
Original Assignee
FREEDOM INTELLECT KK
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 FREEDOM INTELLECT KK filed Critical FREEDOM INTELLECT KK
Priority to JP2002109206A priority Critical patent/JP2003301176A/en
Publication of JP2003301176A publication Critical patent/JP2003301176A/en
Pending legal-status Critical Current

Links

Abstract

<P>PROBLEM TO BE SOLVED: To provide a method for improving earth and sand which can easily granulate earth and sand and stabilize them. <P>SOLUTION: An aqueous solution 14a of a polymer-based improver 10 is obtained by stirring and mixing the polymer-based improver 10 with water 11 by using a stirrer 13. Concretely, the polymer-based improver 10 of not more than 0.5 by weight is mixed with water 11 of 100 by weight. This is sprinkled on not yet improved soil 19 and then it is stirred by using digging vanes 21 for improvement. Next, a powdery lime-based soil improver is sprinkled on the earth and sand followed by mixing and stirring again. In the first process, fine earth and sand particles are granulated into sand-like state. In the second step, the earth and sand come to be in the state that the earth and sand are wafered with the powdery lime-based sand improver whereby the improved earth and sand become so stable that they do not easily collapse even when there is an external effect such as rain. <P>COPYRIGHT: (C)2004,JPO

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、高分子系改良材を
用いて行なう土砂改良方法と、係る土砂改良方法に用い
る土砂改良材の水溶液に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an earth and sand improving method using a polymer-based improver, and an aqueous solution of the earth and sand improving agent used in such an earth and sand improving method.

【0002】[0002]

【従来の技術】盛土材、道路路盤材として使用できる強
度のある土砂に改良するために、あるいは土砂を団粒化
するために、土砂にセメント系改良材を混合する方法が
知られている。この方法によって土砂の強度を高め、あ
るいは土砂を団粒化することができるとされている。
2. Description of the Related Art There is known a method in which a cement-based improving material is mixed with earth and sand in order to improve the earth and sand to have a strength that can be used as an embankment material and a roadbed material or to aggregate the earth and sand. It is said that this method can increase the strength of the earth and sand or aggregate the earth and sand.

【0003】[0003]

【発明が解決しようとする課題】しかし、かかるセメン
ト系改良材及びこれを用いた改良方法には、以下に説明
するような問題点があった。
However, the cement-based improving material and the improving method using the same have the following problems.

【0004】土砂に粉体状のセメント系改良材を混合す
る方法では、土砂中の水分によるセメントの水和作用で
土砂は岩塊状に固結するので、改良土を細粒状にするた
めには岩塊状となった土砂を砕く作業、即ち解きほぐし
が必要であった。即ち土砂の改良に加え、改良後の岩塊
状の土砂を砕く工程も必要であり、二度手間となるため
不経済であった。
In the method of mixing powdery cement-based improving material with earth and sand, since the earth and sand congeal in the form of rocks due to the hydration of cement by the water content in the earth and sand, it is necessary to make the improved earth fine. It was necessary to work to crush the rock and sand, that is, to loosen it. That is, it is uneconomical because a step of crushing the rock mass-like sand after the improvement is necessary in addition to the improvement of the earth and sand, which is troublesome twice.

【0005】また、粉体状のセメント系改良材を混合す
る改良方法では、土質改良機や土質改良槽を使用して土
砂改良が行なわれていた。この方法では改良対象土砂の
収集運搬工程、改良土工程、改良土運搬工程が必要であ
る。このため、土砂改良工程が増え工事費用が高額とな
るだけでなく、平面的に存在するままの土砂、例えば耕
地・裸地等の土砂を現場で直接に団粒化する作業には適
用できなかった。
In addition, in the improvement method of mixing the powdery cement type improving material, the soil improvement machine and the soil improvement tank have been used to improve the earth and sand. This method requires the steps of collecting and transporting the soil to be improved, the improved soil process, and the improved soil transport process. For this reason, not only the sediment improvement process increases and the construction cost becomes high, but also it cannot be applied to the work of directly agglomerating the soil that exists in a plane, for example, the soil such as cultivated land or bare land on site. It was

【0006】具体的な事例を挙げれば、沖縄で一般に赤
土と呼ばれている国頭マージは、土粒子が微細なため、
降雨水は地盤に吸収されるよりも裸地・耕地の表面水と
なって流出する。この際、流出した雨水が微細な土粒子
を溶かし、赤水となって流出して海水等を汚染し、さん
ご礁が死滅する等の環境上の重大な問題(赤水流出の問
題)を生じている。
[0006] As a specific example, the Kunigami merge, which is generally called red soil in Okinawa, has very fine soil particles.
Rainwater flows out as surface water of bare land and cultivated land rather than being absorbed by the ground. At this time, the runoff rainwater dissolves fine soil particles, becomes red water and runs out, polluting seawater and the like, causing serious environmental problems such as coral reef death (red water runoff problem).

【0007】かかる問題の解決には裸地・耕地の土砂が
排水性の良い団粒状となっていることが望ましい。しか
し、前述したように、従来のセメント系土砂改良材によ
る耕地等の改良では、岩塊状に固結する改良土が問題で
あり、改良土は実質的には耕土としては使用できないも
のであった。
In order to solve such a problem, it is desirable that the soil of the bare land and the cultivated land be in the form of aggregates having a good drainage property. However, as described above, in the improvement of cultivated land and the like by the conventional cement-based soil improvement material, there is a problem with the improved soil that solidifies in the shape of a rock mass, and the improved soil was substantially unusable as cultivated soil. .

【0008】また、土砂を団粒化するため、前述したセ
メント系改良材を使用する場合の他に石灰系土砂改良材
や石膏系土砂改良材を使用する場合もあったが、土砂の
団粒化方法として使用される石灰系土砂改良材、石膏系
土砂改良材は、一般的に高含水状態の土砂を対象として
おり、いずれの土砂改良材も吸水性に富み土砂中の水分
を自らが抱え、土砂を団粒化するもので、塑性限界を越
えた高含水状態の土砂には適応するが、自然状態の土
砂、例えば耕地、裸地等の土砂を団粒化した土砂に改良
する手段としては適していなかった。
Further, in order to aggregate the sand and sand, in addition to the case of using the above-mentioned cement-based improver, there was also a case of using a lime-based soil-sand improver and a gypsum-based sand-sand improver. The lime-based soil improvement material and gypsum-based sediment improvement material used as a method of liquefaction are generally targeted for high-moisture content sediments, and all of the sediment improvement materials are highly water-absorbing and have their own water content. , It is a method of agglomerating sediment, and is suitable for sediment with a high water content exceeding the plastic limit, but as a means to improve sediment in a natural state, such as cultivated land, bare land, etc. into aggregated sand Was not suitable.

【0009】そこで、本発明は、上述した問題点がな
く、土砂の団粒化が容易で安定している等、種々の利点
を備えた土砂改良方法及び高分子土砂改良材の水溶液を
提供することを目的としている。
Therefore, the present invention provides a method for improving sediment and an aqueous solution of a polymer improving agent, which has various advantages such as the above-mentioned problems, easy and stable aggregation of sediment, and the like. Is intended.

【0010】[0010]

【課題を解決するための手段】請求項1に記載された土
砂改良方法は、高分子系土砂改良材の水溶液を土砂に散
布して混合撹拌することを特徴とする。
The method for improving sediment according to claim 1 is characterized in that an aqueous solution of a polymer-based sediment improving agent is sprinkled on the earth and mixed and stirred.

【0011】請求項2に記載された土砂改良方法は、粉
体状の高分子系土砂改良材を土砂に散布して混合撹拌す
ることを特徴とする。
The sediment improvement method according to a second aspect is characterized in that a powdery polymer-type soil improvement agent is sprinkled on the sediment and mixed and stirred.

【0012】請求項3に記載された土砂改良方法は、請
求項2記載の土砂改良方法において、土砂に水分を散布
することを特徴とする。
The method for improving sediment according to claim 3 is the method for improving sediment according to claim 2, characterized in that water is sprayed on the sediment.

【0013】請求項4に記載された土砂改良方法は、高
分子系土砂改良材の水溶液を土砂に散布して混合撹拌し
た後、前記土砂にさらに粉体状石灰系土砂改良材を散布
して混合撹拌することを特徴とする。
According to a fourth aspect of the earth and sand improving method, an aqueous solution of a polymer-type earth and sand improving material is sprinkled on the earth and sand, mixed and stirred, and then a powdery lime type earth and sand improving material is further sprinkled on the earth and sand. It is characterized by mixing and stirring.

【0014】請求項5に記載された土砂改良方法は、高
分子系土砂改良材の水溶液を土砂に散布して混合撹拌し
た後、前記土砂にさらに粉体状石膏系土砂改良材を散布
して混合撹拌することを特徴とする。
According to a fifth aspect of the earth and sand improving method, an aqueous solution of a polymer-type earth and sand improving material is sprinkled on the earth and sand, mixed and stirred, and then a powdery gypsum-based earth and sand improving material is further sprinkled on the earth and sand. It is characterized by mixing and stirring.

【0015】請求項6に記載された土砂改良方法は、高
分子系土砂改良材の水溶液を土砂に散布して混合撹拌し
た後、前記土砂にさらに粉体状セメント系土砂改良材を
散布して混合撹拌することを特徴とする。
According to a sixth aspect of the earth and sand improving method, an aqueous solution of a polymer-type earth and sand improving material is sprayed on the earth and sand, mixed and stirred, and then a powdery cement-based earth and sand improving material is further applied to the earth and sand. It is characterized by mixing and stirring.

【0016】請求項7に記載された土砂改良方法は、高
分子系土砂改良材の水溶液を土砂に散布して混合撹拌し
た後、前記土砂にさらにコンポストを散布して混合撹拌
することを特徴とする。
According to a seventh aspect of the earth and sand improving method, an aqueous solution of a polymer-type earth and sand improving material is sprinkled on the earth and sand and mixed and stirred, and then a compost is further sprinkled on the earth and sand and mixed and stirred. To do.

【0017】請求項8に記載された高分子系土砂改良材
の水溶液は、重量比で水100に対して高分子系土砂改
良材0.5以下の配合であることを特徴とする。
The aqueous solution of the polymer-based sediment improver according to claim 8 is characterized in that the weight ratio of the polymer-based soil improver is 0.5 or less with respect to 100 of water.

【0018】[0018]

【発明の実施の形態】第1の例を説明する。図1に示す
ように、第1工程で、所定量の高分子系改良材10と水
11を撹拌羽根12を有する撹拌装置13に投入し、撹
拌・混合して高分子系改良材の水溶液14aとする。具
体的には重量比で100の水11に対して0.5以下の
高分子系改良材10を混合する。この水溶液14aは粘
りのあるとろりとしたペースト状となる。これを貯槽1
5にとり、圧送ポンプ16でホース17を介して送り出
し、ノズル18によって対象である未改良土19に散布
する。水溶液は容器に入れて人力で散布しても良い。耕
運機等に搭載した容器から直接散布しても良い。そし
て、耕運機等の掘削羽根20(バックホーのバケット、
土質改良機、スタビライザーでもよい)によって土砂を
撹拌し、改良する。
BEST MODE FOR CARRYING OUT THE INVENTION A first example will be described. As shown in FIG. 1, in the first step, a predetermined amount of the polymer-based improving material 10 and water 11 are put into a stirring device 13 having a stirring blade 12 and stirred and mixed to prepare an aqueous solution 14a of the polymer-based improving material. And Specifically, 0.5 or less of the polymer-based improving material 10 is mixed with 100 parts by weight of water 11. This aqueous solution 14a becomes a viscous, thick paste. This is storage tank 1
For No. 5, it is sent out through the hose 17 by the pressure feed pump 16 and sprayed on the unmodified soil 19 which is the target by the nozzle 18. The aqueous solution may be placed in a container and sprayed manually. You may spray directly from the container installed in the cultivator. Then, the excavation blade 20 (backhoe bucket,
A soil conditioner or stabilizer may be used) to stir and improve the soil.

【0019】次に第2工程で、この混合撹拌した土砂に
粉体状の石灰系土質改良材を散布して再び混合撹拌す
る。第1段階で高分子系土砂改良材水溶液の混合撹拌に
よって団粒化した土砂は適当に湿った状態となってい
る。第2段階で粉体状の石灰系土砂改良材を混合撹拌す
ることにより、第1段階で改良された土砂の水分を石灰
系土砂改良材が吸収し、パサパサした団粒した土砂に改
良される。
Next, in the second step, powdery lime soil conditioner is sprinkled on the mixed and stirred earth and sand and mixed and stirred again. In the first stage, the sand that has been agglomerated by mixing and stirring the aqueous polymer-based soil improving agent solution is in an appropriately moist state. By mixing and stirring the powdery lime-based earth and sand improver in the second step, the lime-based earth and sand improver absorbs the water content of the earth and sand improved in the first step, and is improved into a dry, crumbled aggregate. .

【0020】このように、高分子系の土砂改良材の水溶
液を土砂に散布して混合撹拌すると、土砂の微細土粒子
は砂状に団粒化する。この第1工程で団粒化した土砂
は、第2工程において粉体状の石灰系土砂改良材により
オブラートされた状態となり、これによって降雨水等の
外的影響があっても容易に崩れない安定した改良土砂が
得られる。
As described above, when the aqueous solution of the polymer-based sediment improving agent is sprayed on the earth and mixed and stirred, the fine earth particles of the earth and sand are aggregated into sand. The earth and sand aggregated in the first step is in a state of being obfuscated by the powdery lime-based earth and sand improving material in the second step, so that it is not easily collapsed even if there is an external influence such as rainfall water. The improved soil can be obtained.

【0021】前記土砂改良方法において、第2段階で散
布する前記粉体状石灰系土砂改良材に替え、粉体状石膏
系土砂改良材又は粉体状セメント系土砂改良材を散布し
て混合撹拌しても、同様に団粒化した土砂に改良するこ
とができる。
In the earth and sand improving method, instead of the powdery lime type earth and sand improving material to be sprayed in the second step, a powdery gypsum type earth and sand improving material or a powdery cement type earth and sand improving material is sprayed and mixed and stirred. Even if it does, it can be improved to aggregated sand.

【0022】また、第2工程で用いられる前記改良材
は、改良前の土砂の性状と改良用途に応じて選択でき
る。例えば、土砂(原土)が酸性で改良土を中性又はア
ルカリ性にしたい場合には、第2工程で使用する改良材
には、粉体状セメント系土砂改良材又は粉体状石灰系土
砂改良材を用いることができる。
The improving material used in the second step can be selected according to the properties of the soil before the improvement and the improving application. For example, when the soil (original soil) is acidic and the improved soil is desired to be neutral or alkaline, the improving agent used in the second step includes a powdery cement-based soil improving agent or a powdery lime-based soil improving agent. Materials can be used.

【0023】土砂(原土)の性状を変えないで土砂を改
良したい場合は、高分子系の土砂改良材の水溶液を土砂
に散布して混合撹拌する第1工程のみでも目的を達成し
うるが、第2工程で粉体状石膏系土砂改良材を用いれ
ば、さらに、土粒子は安定し、改良土砂の排水性・通気
性・保水性がよくなるという効果が得られる。
When it is desired to improve the earth and sand without changing the properties of the earth and sand (original earth), the object can be achieved only by the first step of spraying an aqueous solution of a polymer-type earth and sand improver on the earth and mixing and stirring. If the powdery gypsum-based earth and sand improving material is used in the second step, the effect of further stabilizing the soil particles and improving the drainage, air permeability and water retention of the improved earth and sand can be obtained.

【0024】また、本例によれば、第1段階で土砂に散
布した高分子系土砂改良材の水溶液は土砂を混合・撹拌
する回転羽根のハンドリングを良くする効果がある。特
に、原土(土砂)が固い場合、高分子系改良材水溶液を
散布して耕す(撹拌する)と非常に撹拌羽根の掘削回転
時の抵抗が小さく、土砂が細かく砕ける。しかし、粉体
状の石灰系土質改良材を先に散布して撹拌すると、撹拌
羽根の回転が非常に重くなり、土砂が砕けないために大
きな固まりが多く残り、改良効果が極めて小さくなる。
従って、本例における2種類の改良材の使用の順序は、
前述したように、先に高分子系改良材水溶液を散布して
撹拌し、後に粉体状の石灰系土質改良材を散布して撹拌
することが必要である。
Further, according to the present example, the aqueous solution of the polymer-based sediment improving agent sprinkled on the earth and sand in the first step has the effect of improving the handling of the rotary blades for mixing and stirring the earth and sand. In particular, when the original soil (sand) is hard, when the polymer-based improving agent aqueous solution is sprayed and cultivated (stirred), the resistance of the stirring blade during excavation rotation is very small, and the soil is finely crushed. However, when the powdery lime soil conditioner is sprayed and stirred first, the rotation of the stirring blade becomes very heavy, and since the earth and sand do not break, large lumps remain and the improvement effect becomes extremely small.
Therefore, the order of use of the two types of modifiers in this example is:
As described above, it is necessary to first spray the aqueous solution of the polymer improving material and stir, and then spray the powdery lime soil improving agent and stir.

【0025】なお本例の方法において、高分子系土砂改
良材10の量を0.5%より多くした場合には、寒天状
あるいは水溶液中に高分子系土砂改良材がだまとなって
残り、また改良土中にも高分子系土砂改良材のだまが残
り均一に混合されないため不都合である。
In the method of the present example, when the amount of the polymer-based soil improving material 10 is more than 0.5%, the polymer-based soil improving material remains in the form of agar or in an aqueous solution, Further, the debris of the polymer-based soil improving material remains in the improved soil and is not uniformly mixed, which is inconvenient.

【0026】第2の例を説明する。本例は、第1の例に
おいて、第2工程で散布する粉体状セメント系土砂改良
材、粉体状石灰系土砂改良材、粉体状石膏系土砂改良材
に代えて、コンポストを散布して混合することを特徴と
する。
The second example will be described. In this example, in place of the powdery cement-based earth and sand improver, the powdery lime-based earth and sand improver, and the powdery gypsum-based earth and sand improver which are sprayed in the second step in the first example, compost is sprayed. It is characterized by mixing by mixing.

【0027】本例によれば、畑土の空隙率を高め、吸水
性、保水性を向上させ、作物の育成に適した環境を提供
することができる。
According to this example, it is possible to increase the porosity of upland soil, improve water absorption and water retention, and provide an environment suitable for growing crops.

【0028】第3の例を説明する。本例は、第1工程で
高分子系の土砂改良材の水溶液を土砂に散布して混合撹
拌し、第2工程でセメント系土砂改良材の水溶液を散布
してさらに混合撹拌する方法である。第1工程は第1の
例と同一である。次に、第2工程として、図1に示すも
のと同様の装置を用いてセメント系土砂改良材と水を1
対1の重量比で撹拌・混合して水溶液とする。図1と同
様にこれを貯槽にとり、圧送ポンプでホースを介して送
り出し、第1工程の改良がなされた土砂にノズルで散布
する。水溶液は容器に入れて人力で散布しても良い。そ
して、耕運機等の掘削羽根によって土砂を再び撹拌し、
改良する。
A third example will be described. This example is a method of spraying an aqueous solution of a polymer-based earth and sand improving material on earth and sand and mixing and stirring in the first step, and spraying an aqueous solution of a cement-based earth and sand improving material and further mixing and stirring in the second step. The first step is the same as the first example. Next, as a second step, the cement-based sediment improvement material and water are mixed with each other by using an apparatus similar to that shown in FIG.
Stir and mix at a weight ratio of 1 to prepare an aqueous solution. As in FIG. 1, this is put into a storage tank, sent out through a hose by a pressure feed pump, and sprayed with a nozzle onto the earth and sand improved in the first step. The aqueous solution may be placed in a container and sprayed manually. Then, the earth and sand are stirred again by the excavating blades of the cultivator,
Improve.

【0029】本例によれば、高分子系土砂改良材(高分
子ポリマー系土砂改良材)は、微細土粒子を凝集して団
粒化させ、セメント系土砂改良材は団粒化した土砂にセ
メントの固化作用で強度を与える。両改良材によって改
良された改良土は、従来のセメント系改良材によって改
良された土砂のように岩塊状とはならず、砂状から小砂
利大程度の団粒した土砂となる。
According to the present example, the polymer-based soil improvement material (polymer-based soil improvement material) aggregates fine soil particles into agglomerates, and the cement-based soil improvement material is agglomerated soil. It gives strength by the solidification action of cement. The improved soil improved by both of the improving materials does not become a rock mass like the earth and sand improved by a conventional cement-based improving material, but becomes a sand from a sandy to a small gravel-sized aggregate.

【0030】第1段階で土砂に散布した高分子系土砂改
良材10の水溶液は土砂を混合・撹拌する回転羽根のハ
ンドリングを良くする効果がある。特に、原土(土砂)
が固い場合、高分子系改良材水溶液を散布して耕す(撹
拌する)と非常に撹拌羽根の掘削回転時の抵抗が小さ
く、土砂が細かく砕ける。しかし、セメント系土砂改良
材の水溶液を先に散布して撹拌すると、撹拌羽根の回転
が非常に重くなり、土砂が砕けないために大きな固まり
が多く残り、改良効果が極めて小さくなる。従って、本
例における2種類の水溶液の使用の順序は、前述したよ
うに、先に高分子系改良材水溶液を散布して撹拌し、後
にセメント系土砂改良材水溶液を散布して撹拌すること
が必要である。
The aqueous solution of the polymer-based soil improving material 10 sprinkled on the soil in the first step has the effect of improving the handling of the rotary blades for mixing and stirring the soil. Especially the original soil (earth and sand)
If the soil is hard, the resistance of the stirring blade during excavation rotation is very small and the sand is crushed finely when the polymer improving agent aqueous solution is sprinkled (stirred). However, when an aqueous solution of the cement-based soil and sand improving material is first sprayed and stirred, the rotation of the stirring blade becomes very heavy, and since the sand and sand are not crushed, a large amount of lumps remain and the improving effect becomes extremely small. Therefore, the order of using the two kinds of aqueous solutions in this example is that, as described above, the polymer-based improvement material aqueous solution is first sprayed and stirred, and then the cement-based earth and sand improvement material aqueous solution is sprayed and stirred. is necessary.

【0031】また、本方法によれば、平面的に存在する
土砂を別途設備に運搬して改良してから原位置に戻す手
間がかからず、その場で直接改良して団粒化することが
できる。従って、従来に比較して簡易な装置で短時間か
つ低コストで土砂改良工事を行うことができる。
Further, according to the present method, it is possible to directly improve the ground and sand into agglomerates on the spot without the trouble of transporting the earth and sand existing in a plane separately to the equipment for improvement and then returning to the original position. You can Therefore, the soil improvement work can be performed in a short time and at a low cost with a simpler device than the conventional one.

【0032】本例の方法において、土砂の自然含水量に
よっては、塑性限界内で水溶液量を加減する。団粒化し
た土砂の強度を高くしたい場合はセメント系土砂改良材
水溶液の量を多くする。但し、高分子系土砂改良材水溶
液の水量とセメント系土砂改良材水溶液の水量の和は改
良土砂の塑性限界以内の水量にとどめる。
In the method of this example, the amount of the aqueous solution is adjusted within the plastic limit depending on the natural water content of the earth and sand. When it is desired to increase the strength of aggregated sediment, increase the amount of cement-based sediment improvement solution. However, the sum of the amount of water in the polymer-based sediment improvement solution and the amount of water in the cement-based improvement agent should be kept within the plastic limit of the improved sediment.

【0033】土砂に散布する改良材水溶液の量が多くな
り、塑性限界を超えると泥土化するので、本例の方法に
おいて、高分子系土砂改良材及びセメント系土砂改良材
の各水溶液を加えても改良土の含水量は塑性限界を超え
ないようにする。例えば、比重2.7の土砂で塑性限界
の含水比が50%である場合、改良対象土砂の含水比が
30%であるとすると、高分子系土砂改良材水溶液の水
量とセメント系土砂改良材水溶液の水量の和は540k
g未満にした方が良い。粘土シルト系の土砂では改良土
砂の含水比がほぼ40%である時が土砂の団粒化が効率
的に行なわれる。事前に改良対象土砂の含水比を調査
し、混合撹拌する各土砂改良材の水溶液量の調整が必要
である。塑性限界を越えた含水比を有する土砂には適応
できない。ここで、高分子系土砂改良材水溶液とセメン
ト系土砂改良材水溶液の混合において、セメント系土砂
改良材水溶液の混合量を多くした場合には団粒化した土
粒子の強度は高くなる。また、高分子系土砂改良材水溶
液とセメント系土砂改良材水溶液の混合において、改良
対象土の含水量を含め、改良土の含水量が塑性限界に近
づくほど改良土の団粒径は大きくなる。改良土を手で握
り締めて団子状となり、団子状となった塊が手の平の上
で指で突いて崩れる程度がよい。改良土は自然乾燥して
細かい砂状から小砂利程度の大きさに適当に団粒し、透
水性の良好な性状となる。改良土は改良直後には適当に
湿っている。この状態で突き固めると改良土はセメント
系土砂改良材のセメント固化作用でコンクリート化す
る。
When the amount of the improving agent aqueous solution sprayed on the earth and sand becomes large, and mud becomes mud when the plastic limit is exceeded, in the method of this example, each aqueous solution of the polymer-based earth and sand improving agent is added. Also, the water content of the improved soil should not exceed the plastic limit. For example, in the case where the water content of the plastic limit is 50% and the water content of the improvement target sand is 30%, the water content of the polymer-based earth and sand improving agent aqueous solution and the cement-based sand improvement material are assumed to be 30%. The total amount of water in the aqueous solution is 540k
It is better to make it less than g. In the clay-silt type sediment, when the water content of the improved sediment is approximately 40%, the aggregate of the sand is efficiently formed. It is necessary to investigate in advance the water content of the target soil and to adjust the amount of aqueous solution of each soil improver to be mixed and stirred. It cannot be applied to sediments with a water content exceeding the plastic limit. Here, in the mixing of the polymer-based soil and sand improving agent aqueous solution and the cement-based soil and sand improving agent aqueous solution, when the mixing amount of the cement-based soil and sand improving agent aqueous solution is increased, the strength of the aggregated soil particles becomes high. In addition, in the mixing of the polymer-based soil improvement agent aqueous solution and the cement-based soil improvement agent aqueous solution, the aggregate particle size of the improved soil increases as the water content of the improved soil approaches the plastic limit, including the water content of the soil to be improved. It is good that the improved soil is clenched with your hands to form a dumpling, and the dumplings are crushed with your fingers on the palm. The improved soil is naturally dried and aggregates appropriately from fine sand to small gravel, and has good water permeability. Immediately after the improvement, the improved soil is properly moist. When compacted in this state, the improved soil becomes concrete due to the cement solidification action of the cement-based soil improvement material.

【0034】従って、本例の方法ではあらかじめ改良対
象土の含水量を把握して高分子系土砂改良材水溶液とセ
メント系土砂改良材水溶液の散布量を設定しておくこと
が望ましい。具体的には、改良対象土を用いて、その塑
性限界内で必要な改良効果を得られる高分子系土砂改良
材水溶液とセメント系土砂改良材水溶液の散布量を実験
的に決定しておく。
Therefore, in the method of this example, it is desirable to previously grasp the water content of the soil to be improved and set the spraying amounts of the polymer aqueous solution for soil improvement and the aqueous soil improvement agent for cement. Specifically, using the soil to be improved, experimentally determine the amount of application of the polymer-based soil improvement agent aqueous solution and the cement-based soil improvement agent aqueous solution that can obtain the required improvement effect within the plastic limit.

【0035】なお、本例のセメント系土砂改良材として
は、キレート材入りのものを用いても良い。キレート材
を含まないセメントの水溶液を調整しておき、これにセ
メント重量の1%以上のキレート材を混合・撹拌すれ
ば、キレート入りのセメント系土砂改良材水溶液が得ら
れる。
As the cement-based earth and sand improving material of this example, a material containing a chelating material may be used. If an aqueous solution of cement containing no chelating agent is prepared and 1% or more of the weight of the cement is mixed and stirred, a chelate-containing cement-based soil improvement agent aqueous solution can be obtained.

【0036】キレート材としては、例えば鉱物微粉末を
ベースとし、これに高性能還元剤を配合したものを用い
た。このキレート材によれば、アルカリ性下で6価クロ
ムを還元し、無害な三価の水酸化クロム化合物として沈
殿させ、他の懸濁物及び金属水酸化物と一緒に沈澱 (共
沈)させることができる。かかるキレート材を混合した
本例の改良材を土砂に混ぜて使用すれば、改良された土
砂から6価クロムが溶出せず、溶出後に事後的に対策を
講じるよりも環境に与えるダメージが決定的に少なく、
はるかに効率がよい。
As the chelating agent, for example, a finely powdered mineral was used as a base, and a high performance reducing agent was added to the base. According to this chelating agent, hexavalent chromium is reduced under alkaline conditions to precipitate it as a harmless trivalent chromium hydroxide compound, which is then precipitated (coprecipitated) with other suspensions and metal hydroxides. You can When the improving material of this example mixed with such a chelating material is used by mixing it with the earth and sand, hexavalent chromium does not elute from the improved earth and sand, and the damage to the environment is more decisive than post-examination measures. Very few,
Much more efficient.

【0037】実際に本改良材においてセメントとキレー
ト材の混合比をどの程度にすればよいかを確認するため
の実験を行なった。重量比でセメント100に対するキ
レート材の量を0、0.5、1.0、1.5の4種類に
設定した4種類の改良材を用意した。重量比で各改良材
1に対して水5を加えてよく撹拌し、できたうわ水につ
いて6価クロムの検出試験を行なった。試験方法は試薬
の封入されたケースにうわ水を吸引してよく振り、所定
時間後のケース内の水の色を標準色と比較して6価クロ
ムの濃度(mg/l)を確認するものである。
An experiment was conducted to confirm what the mixing ratio of the cement and the chelating agent should be in the present improved material. Four types of improving materials were prepared in which the weight ratio of the chelating agent to cement 100 was set to four types of 0, 0.5, 1.0, and 1.5. Water 5 was added to each of the improved materials 1 in a weight ratio and well stirred, and a test for detecting hexavalent chromium was carried out on the resulting glaze water. The test method is to check the concentration (mg / l) of hexavalent chromium by aspirating well water into a case in which the reagent is enclosed and shaking it well, and comparing the color of water in the case after a predetermined time with the standard color. Is.

【0038】その結果、キレート材の量が0、0.5、
1.0、1.5の4種類について、検出された6価クロ
ムの濃度(mg/l)がそれぞれ1以上、0.5以上、
0.1以下、0.05未満であることを確認した。環境
基準は0.05mg/l未満であるから、キレート材の
セメント100に対する重量比は1.5以上あることが
最も望ましいが、実験の誤差等を考慮して少なくとも
1.0以上あれば6価クロム溶出防止について相当の効
果を得ることができると考えられる。
As a result, the amount of chelating agent was 0, 0.5,
For four types of 1.0 and 1.5, the detected hexavalent chromium concentration (mg / l) was 1 or more, 0.5 or more, respectively.
It was confirmed to be 0.1 or less and less than 0.05. Since the environmental standard is less than 0.05 mg / l, it is most desirable that the weight ratio of the chelating agent to cement 100 is 1.5 or more, but considering the error of the experiment, etc. It is considered that a considerable effect can be obtained for preventing chromium elution.

【0039】本例によれば、セメントに含まれる6価ク
ロムはキレート材によって挟み込まれることにより環境
中に溶出することがない。
According to this example, the hexavalent chromium contained in the cement is not eluted into the environment by being sandwiched by the chelating material.

【0040】以上説明した本発明の各例においては、高
分子系土砂改良材の水溶液を第1工程で土砂に散布した
が、粉体状の高分子系土砂改良材を第1工程で土砂に散
布し、混合撹拌することによって土砂に含まれる水分と
混合して前述したのと同一の効果を得ることもできる。
土砂に含まれる水分が少ない場合は、粉体状の高分子系
土砂改良材を第1工程で土砂に散布した後、適当量の散
水を行なって混合撹拌することにより、同様の土砂改良
効果を得ることができる。
In each of the examples of the present invention described above, the aqueous solution of the polymer-based earth and sand improving material was sprayed on the earth and sand in the first step, but the powdery polymer-based earth and sand improving material was applied to the earth and sand in the first step. It is also possible to obtain the same effect as described above by spraying, mixing and stirring to mix with water contained in the earth and sand.
When the water content in the earth and sand is low, after spraying the powdery polymer-type earth and sand improving material on the earth and sand in the first step, sprinkling an appropriate amount of water and mixing and stirring to obtain a similar earth and sand improving effect. Obtainable.

【0041】[0041]

【発明の効果】本発明の土砂改良方法及び高分子土砂改
良材の水溶液によれば、第1工程で高分子系土砂改良材
の水溶液を土砂に散布し、又は粉体状の高分子系土砂改
良材を土砂に散布すると共に水の散布によって土砂の水
分を調整し、これを混合撹拌することによって土砂の微
細土粒子を砂状に団粒化できる。さらに第2工程で、こ
の団粒化した土砂を粉体状の土砂改良材で包み込み、こ
れによって降雨水等の外的影響があっても容易に崩れな
い改良土砂を得ることができる。
EFFECTS OF THE INVENTION According to the method for improving sand and sediment and the aqueous solution for improving polymer sediment of the present invention, the aqueous solution of improving sediment for polymer is sprayed on the sediment in the first step, or the soil for improving powder in powder form is used. Fine particles of earth and sand can be aggregated into a sand-like shape by spraying the improving material on the earth and sand, adjusting the water content of the earth and sand by water sprinkling, and mixing and stirring this. Further, in the second step, the aggregated earth and sand is wrapped with a powdery earth and sand improving material, whereby it is possible to obtain improved earth and sand which is not easily collapsed even when there is an external influence such as rainfall water.

【0042】また、第2工程で、この団粒化した土砂に
コンポストを散布して混合することで、耕土の団粒化に
よって空隙部分を増やし、通気性、保水性、排水性の諸
機能を高め、植栽物の発育に適した耕土を作ることがで
きる。
In the second step, compost is sprayed on and mixed with the aggregated sand to increase voids by aggregating the cultivated soil, thereby providing various functions of air permeability, water retention and drainage. It is possible to raise the arable soil suitable for growing plantings.

【0043】さらに、第2工程で加える改良材としてキ
レートが含まれたセメント系土砂改良材を使用すれば、
6価クロムの溶出を見ることなく土砂を団粒化すること
ができる。
Further, if a cement-based earth and sand improving material containing a chelate is used as the improving material added in the second step,
Sediment can be aggregated without seeing elution of hexavalent chromium.

【0044】従って、上記効果を有する本発明の土砂改
良方法によって改良された土砂は、次のような実質的な
効果をも得ることができる。 1.耕地を排水性の良い団粒化した土砂の層を設けるこ
とで、雨水流出の調整が出来、前記沖縄の赤水流出問題
を改善することができる。 2.排水性の悪い地盤において、基礎地盤を排水の良い
地盤にして、地表面の環境を改善することができる。 3.耕地の基礎地盤、裸地等に溝状の団粒化した土砂層
を形成して盲排水溝とすることができる。従来のパイプ
を入れた盲排水は目詰まりによって機能を失った時の復
元は不可能であるが、当方式であると、再度土砂の改良
で盲排水の機能復元は容易である。
Therefore, the earth and sand improved by the earth and sand improving method of the present invention having the above effects can also obtain the following substantial effects. 1. By providing a layer of aggregated sand with good drainage in the cultivated land, the runoff of rainwater can be adjusted and the problem of runoff of red water in Okinawa can be improved. 2. In the ground with poor drainage, it is possible to improve the environment of the ground surface by making the foundation ground good drainage. 3. A blind drainage ditch can be formed by forming a groove-like aggregated sediment layer on the foundation ground or bare land of cultivated land. It is impossible to restore the function of blind drainage with a conventional pipe when it loses its function due to clogging, but with this method, it is easy to restore the function of blind drainage by improving the sediment again.

【0045】4.また、本発明は、盲排水溝の造成、湿
地地盤の改良、盛土材料の製造、道路・グランド・公園
用地・ゴルフ場の基礎地盤の造成に有用である。
4. Further, the present invention is useful for creating blind drainage ditch, improving wetland ground, manufacturing embankment material, and creating foundation ground for roads, grounds, park sites, and golf courses.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の実施の形態の一例である高分子土砂改
良材水溶液の製造設備及び同水溶液を用いた第1工程の
実施状況を模式的に示す図である。
FIG. 1 is a diagram schematically showing a facility for producing an aqueous solution of a polymer earth and sand improving material, which is an example of an embodiment of the present invention, and an implementation situation of a first step using the aqueous solution.

【符号の説明】[Explanation of symbols]

10…高分子系土砂改良材 11…水 14a…高分子系土砂改良材の水溶液 19…未改良土 10 ... Polymer-based soil improvement material 11 ... water 14a ... Aqueous solution of polymer-based soil improvement material 19 ... Unmodified soil

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) E02D 3/12 102 E02D 3/12 102 // C09K 103:00 C09K 103:00 ─────────────────────────────────────────────────── ─── Continuation of front page (51) Int.Cl. 7 Identification code FI theme code (reference) E02D 3/12 102 E02D 3/12 102 // C09K 103: 00 C09K 103: 00

Claims (8)

【特許請求の範囲】[Claims] 【請求項1】 高分子系土砂改良材の水溶液を土砂に散
布して混合撹拌することを特徴とする土砂改良方法。
1. A method for improving sediment, which comprises spraying an aqueous solution of a polymer-based soil improver on the soil and mixing and stirring.
【請求項2】 粉体状の高分子系土砂改良材を土砂に散
布して混合撹拌することを特徴とする土砂改良方法。
2. A method for improving sand and sand, which comprises spraying a powdery polymer-based sand and sand improving agent onto the sand and mixing and stirring.
【請求項3】 土砂に水分を散布することを特徴とする
請求項2記載の土砂改良方法。
3. The method for improving earth and sand according to claim 2, wherein water is sprinkled on the earth and sand.
【請求項4】 高分子系土砂改良材の水溶液を土砂に散
布して混合撹拌した後、前記土砂にさらに粉体状石灰系
土砂改良材を散布して混合撹拌することを特徴とする土
砂改良方法。
4. A soil improvement method, which comprises spraying an aqueous solution of a polymer-based soil improvement agent on earth and sand, mixing and stirring the mixture, and then further dispersing a powdery lime-based earth and sand improving agent on the earth and sand, and mixing and stirring the mixture. Method.
【請求項5】 高分子系土砂改良材の水溶液を土砂に散
布して混合撹拌した後、前記土砂にさらに粉体状石膏系
土砂改良材を散布して混合撹拌することを特徴とする土
砂改良方法。
5. The soil and sand improvement, which comprises spraying an aqueous solution of a polymer-based soil and sand improving agent on the soil and mixing and stirring the mixture, and then further spraying a powdery gypsum-based soil and sand improving agent on the soil and mixing and stirring the mixture. Method.
【請求項6】 高分子系土砂改良材の水溶液を土砂に散
布して混合撹拌した後、前記土砂にさらに粉体状セメン
ト系土砂改良材を散布して混合撹拌することを特徴とす
る土砂改良方法。
6. The soil and sand improvement, which comprises spraying an aqueous solution of a polymer-based earth and sand improving agent on the soil and mixing and stirring the mixture, and then further spraying a powdery cement-based soil and sand improving agent on the soil and mixing and stirring the mixture. Method.
【請求項7】 高分子系土砂改良材の水溶液を土砂に散
布して混合撹拌した後、前記土砂にさらにコンポストを
散布して混合撹拌することを特徴とする土砂改良方法。
7. A method for improving earth and sand, which comprises spraying an aqueous solution of a polymer-based earth and sand improving material on earth and sand, mixing and stirring the mixture, and then further spraying compost on the earth and sand and mixing and stirring.
【請求項8】 重量比で水100に対して高分子系土砂
改良材0.5以下であることを特徴とする高分子系土砂
改良材の水溶液。
8. An aqueous solution of a polymeric earth and sand improver, which is 0.5 or less with respect to 100 of water in a weight ratio.
JP2002109206A 2002-04-11 2002-04-11 Method for improving earth and sand and aqueous solution of polymer improver for earth and sand Pending JP2003301176A (en)

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Publication Number Publication Date
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JP2007217973A (en) * 2006-02-17 2007-08-30 Asahi Kasei Fibers Corp Red soil runoff preventive method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007217973A (en) * 2006-02-17 2007-08-30 Asahi Kasei Fibers Corp Red soil runoff preventive method
JP4703428B2 (en) * 2006-02-17 2011-06-15 旭化成せんい株式会社 How to prevent red soil runoff

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