JP2004052327A - Method for preventing outflow of surface soil - Google Patents

Method for preventing outflow of surface soil Download PDF

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JP2004052327A
JP2004052327A JP2002209923A JP2002209923A JP2004052327A JP 2004052327 A JP2004052327 A JP 2004052327A JP 2002209923 A JP2002209923 A JP 2002209923A JP 2002209923 A JP2002209923 A JP 2002209923A JP 2004052327 A JP2004052327 A JP 2004052327A
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Prior art keywords
soil
water
outflow
topsoil
prevention material
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JP2002209923A
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Japanese (ja)
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JP4642311B2 (en
Inventor
Kenichi Shiroma
城間  健一
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a simple method which can surely prevent an outflow of surface soil such as red clay etc. without devastating soil. <P>SOLUTION: An outflow preventing material is manufactured in such a manner that soil, which is formed in the purification of running water, industrial water and the like, is molded like a particle with a water content of the order of 1-2%. After that, the outflow preventing material is placed as fill and stacked in a place where water flows, or arranged in the state of being packed in a sandbag, so that a weir can be constructed so as to dam up the water. Thus, the downflow of the surface soil is prevented. Additionally, the outflow preventing material is manufactured as an appropriate-rate mixture which is composed of the soil formed in the purification of the running water, the industrial water and the like, soil produced from a used-paper recycling factory, coal ash produced from a thermal power plant, and recycled chips produced from an industrial-waste treatment plant. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は、工事現場・農地・土砂くずれ等から流出する赤土等の表土の流出を防止する方法である。
【0002】
【従来の技術】
一般に、時間雨量30mm程度の雨量になった場合、土壌の表面が雨に削られて土の粒子が細かくなって表土が流れ出すのである。または傾斜面などのように、水の流れる速度が速い場所では海まで赤土の粒子が流れ出てしまうために赤土の流出を防止する必要があった。
【0003】
従来、赤土等の表土の流出を防止する方法としては、工事中発生したむき出しの土壌表面にボンドや乳剤を播いて土壌表面を覆う方法があった。
他の方法としては、降雨時に土壌表面をビニールシートで覆い土の流出を防いだり、降雨時に発生する赤土を含んだ水が海まで届く時間を遅くするために沈砂池を作ったり、あるいは石やコンクリート等で表土をせき止める堰を作り、赤土を含んだ水をせき止めて流出した赤土の粒子をそこで沈下させる方法があった。
【0004】
【発明が解決しようとする課題】
このような従来の方法のうち、前者の土壌表面を乳剤等で覆う方法は土壌の表面を荒らしてしまうため好ましくなかった。
また、ビニールシートで覆う方法は広い面積では手間がかかり煩わしく、堰を作る方法では一定量の水が堰から流れ出ているうちは赤土の流出防止に効果的であるが、ある程度以上の雨量を超えた場合は堰から雨水と共に赤土が溢れ出し表土流出防止の効果がなくなってしまうのである。
本発明はこのような従来例の問題点を解決するためになされたものである。
【0005】
【課題を解決するための手段】
上記問題を解決するために、本発明の要旨とするところは、凝集剤を含有した土を主成分とする流出防止材を作成し、その後上記流出防止材を土壌の表面に所定の厚さ堆積することにより表土の流出を防止することにある。
また、本発明の要旨とするところは、凝集剤を含有した土を主成分とする流出防止材を作成し、その後上記流出防止材を水が流れる場所に盛土して積み上げるか、あるいは土嚢袋に詰めて配置することにより堰を作り水をせき止めることにより表土の流出を防止することにある。
また、本発明の要旨とするところは、上記流出防止材を、水道水や工業用水等の浄化時に生成される凝集剤を含有した土を含有水分1%〜17%程度の粒状に成形して作成したことにある。
また、本発明の要旨とするところは、上記流出防止材を、水道水や工業用水等の浄化時に生成される凝集剤を含有した土と、古紙再生工場より発生する凝集剤を含有した土と、火力発電所より発生する石炭灰および産業廃棄物処理場のリサイクルチップ等を適宜の割合で混合し、この混合物を含有水分1%〜17%程度の粒状に成形して作成したことにある。
【0006】
【発明の実施の形態】
次に本発明の一実施形態を説明する。
水道水や工業用水等を浄化すると、浄化時に汚泥又はケーキといわれる凝集剤を含有した土が発生するが、本実施形態では、この土を利用するものである。これ以外にも凝集剤を含有した土であれば、他の土も使用できる。例えば、ダム工事現場からも土が出るが、この土に凝集剤を加えて利用することもできる。
【0007】
また、凝集剤とは公知の化学剤であり、浄水する過程で原水に浮遊している土の微粒子を固めてフロック状にして沈下させて土を固める作用をするものであり、のり剤、凝固剤とも呼ばれる。
この凝集剤によって本実施形態の土は固められているから、粒状に成形しても安定し、かつ水に対して溶け出して元の土に戻ることはないのである。
【0008】
本実施形態によれば、水道や工業用水等の浄化時に浄水場より発生した土を、含有水分1%〜17%位まで、好ましくは1%〜2%程度に調整して粒状に成形する。この粒の大きさは直径0〜40mm程度であり、土の全体量に対して0〜10mmの粒が10%以下となるようにする。
その粒状に成形した土をそのままの状態で以下に示す本実施形態の流出防止材として利用するのである。
【0009】
また流出防止材の他の実施形態としては、透水性を良くするために次の材料を混合するとさらに良好な結果が得られる。利用する材料と混合割合は次の通りである。
(1)水道水や工業用水等の浄水場より発生する凝集剤を含有した土を50%
(2)古紙再生工場より発生する凝集剤を含有した土を10%
(3)火力発電所より発生する石炭灰を20%
(4)産業廃棄物処理場のリサイクルチップを20%
上記の材料の混合割合は例示であり、状況によって変化させることができる。
【0010】
以上のように構成された流出防止材を、赤土が露出している場所に2cm〜4cm位に散布する事により赤土の流出を防止することが出来る。
これは本実施形態の流出防止材を客土として利用する場合であり、例えば、畑や公園などの広い地域をそのままの状態で表面に土を被せる場合である。
上記の乳剤などを撒くと、将来当該地域に芝や木を植えることはできなくなるが、この方法によれば土壌があらされないため芝や木を植えることができる。
【0011】
また、土木工事の場合などには土を掘り返したりするため、上記のように一定地域に土を撒くことはできない。そのため、流出防止材を土嚢袋に詰めて水が流れると予測される場所に配置するか、または流出防止材を盛土のようにして積み上げて堰を作れば良い。
また、水の流れる速度が早いと予測出来る場所では、盛土した流出防止材が水で流されないように複数本の杭を立てて、その間にネットを張って防止材を囲う必要がある。
【0012】
上記のようにして作られた表土流出防止用堰は、降雨時、雨水と共に表土が流れてきた場合、従来の堰の様に雨水を止めるのではなく、盛土した土が粒状であるためこの粒状の土の隙間から雨水をしみ出すようにして流すのである。
このようにすれば、雨水の流れる速度が上記の堰によって遅くなり雨水と共に流れて来た赤土の粒子が、堰によってせき止められた場所に沈下してしまう。そのため沈砂池を作らなくても本実施形態の堰を数多く作ることにより雨水による表土流出を防止することが出来るのである。
【0013】
せき止め作業が完了し堰が不要となった場合には、上記盛土に利用した流出防止材を園芸用土として利用することにより処分することができるため、産業廃棄物とならず再利用できるのである。
さらには、堰を作った場所が作業後、多目的広場や緑地等に利用する場合でも、上記流出防止材を利用することができるのである。
【0014】
【発明の効果】
本発明は、一定地域の土地の表面に一定厚さ撒くことで、当該地域の赤土等の表土の流出を防止でき、更に当該地域の将来の土地の有効利用も妨げない。
また、表土を含有する雨水などを簡易な方法でせき止めて、無理なく表土だけの流下を防止して表土を得ることができる。そのため、土壌を荒らすことがなく、同時にせき止め工事も簡単、迅速に行える。
さらに、流出防止材としては、水道水や工業用水等の浄化時に生成される土等の廃棄物を主体としたものを利用するものであるため、資源の再利用、省エネルギーの効果も有する。
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention is a method for preventing the outflow of topsoil such as red soil flowing out of a construction site, agricultural land, landslides and the like.
[0002]
[Prior art]
Generally, when the hourly rainfall is about 30 mm, the surface of the soil is shaved by rain, the particles of the soil become finer, and the topsoil flows. Or, in places where the speed of water flow is high, such as slopes, particles of red soil flow out to the sea, so it was necessary to prevent red soil from flowing out.
[0003]
Conventionally, as a method of preventing runoff of topsoil such as red soil, there has been a method of covering a soil surface by sowing a bond or an emulsion on a bare soil surface generated during construction.
Other methods include covering the soil surface with a vinyl sheet during rainfall to prevent soil runoff, creating a sand basin to slow down the time required for water containing red soil generated during rainfall to reach the sea, or creating stones or stones. There was a method in which weirs were used to dam the topsoil with concrete or the like, damming the water containing the redsoil, and causing the particles of the redsoil to settle there.
[0004]
[Problems to be solved by the invention]
Among the conventional methods, the former method of covering the soil surface with an emulsion or the like is not preferable because the surface of the soil is roughened.
In addition, the method of covering with a vinyl sheet is troublesome and troublesome in a large area, and the method of making a weir is effective in preventing the outflow of red soil while a certain amount of water is flowing from the weir, but it exceeds a certain amount of rainfall In that case, red soil overflows along with rainwater from the weir and the effect of preventing topsoil runoff is lost.
The present invention has been made to solve such a problem of the conventional example.
[0005]
[Means for Solving the Problems]
In order to solve the above problems, the gist of the present invention is to prepare a runoff prevention material mainly containing soil containing a flocculant, and then deposit the runoff prevention material on a surface of the soil to a predetermined thickness. The purpose is to prevent runoff of topsoil.
Further, the gist of the present invention is to prepare an outflow prevention material mainly composed of soil containing a coagulant, and then embankment and laying the outflow prevention material in a place where water flows, or in a sandbag bag. The purpose of this is to prevent topsoil runoff by creating weirs and damping water by arranging them together.
In addition, the gist of the present invention is to form the above-mentioned outflow prevention material into granules having a water content of about 1% to 17% containing a soil containing a coagulant generated at the time of purifying tap water or industrial water. I have created it.
Further, the gist of the present invention is that the above-mentioned spill prevention material includes soil containing a flocculant generated during purification of tap water or industrial water, and soil containing a flocculant generated from a used paper recycling plant. In this method, coal ash generated from a thermal power plant, recycled chips from an industrial waste disposal plant, and the like are mixed at an appropriate ratio, and the mixture is formed into granules having a water content of about 1% to 17%.
[0006]
BEST MODE FOR CARRYING OUT THE INVENTION
Next, an embodiment of the present invention will be described.
When tap water or industrial water is purified, soil containing a flocculant called sludge or cake is generated at the time of purification. In the present embodiment, this soil is used. In addition, other soils can also be used as long as they contain a flocculant. For example, soil comes out from a dam construction site, and a coagulant can be added to this soil for use.
[0007]
The flocculant is a known chemical agent, and acts to solidify the fine particles of the soil floating in the raw water in the process of purifying the water, floculate and settle the soil. Also called agent.
Since the soil of the present embodiment is solidified by this coagulant, it is stable even if it is formed into granules, and does not melt out into water and return to the original soil.
[0008]
According to the present embodiment, the soil generated from the water purification plant during purification of tap water, industrial water, or the like is adjusted to a moisture content of about 1% to 17%, preferably about 1% to 2%, and formed into granules. The size of the grain is about 0 to 40 mm in diameter, and the grain of 0 to 10 mm accounts for 10% or less of the total amount of soil.
The granulated soil is used as it is as the outflow prevention material of the present embodiment described below.
[0009]
Further, as another embodiment of the outflow preventing material, even better results can be obtained by mixing the following materials to improve water permeability. The materials used and the mixing ratios are as follows.
(1) 50% of soil containing coagulant generated from water purification plants such as tap water and industrial water
(2) 10% of soil containing flocculant generated from waste paper recycling factory
(3) 20% of coal ash generated from thermal power plants
(4) 20% recycled chips at industrial waste disposal sites
The mixing ratio of the above-mentioned materials is an example, and can be changed according to the situation.
[0010]
The outflow of the red soil can be prevented by spraying the outflow prevention material configured as described above on the place where the red soil is exposed, about 2 cm to 4 cm.
This is a case where the outflow prevention material of the present embodiment is used as guest soil, for example, a case where a large area such as a field or a park is covered with soil as it is.
If the above-mentioned emulsion or the like is scattered, turf and trees cannot be planted in the area in the future. However, according to this method, turf and trees can be planted because the soil is not exposed.
[0011]
In addition, in the case of civil engineering work, since soil is dug up, soil cannot be scattered in a certain area as described above. Therefore, the outflow prevention material may be packed in a sandbag and placed in a place where water is expected to flow, or the outflow prevention material may be piled up like an embankment to make a weir.
Also, in places where the speed of water flow can be predicted to be high, it is necessary to set up a plurality of piles so that the embankment runoff preventive material is not washed away by the water, and install a net between them to surround the preventive material.
[0012]
In the case of rainfall, when the topsoil flows together with rainwater during rainfall, the topsoil runoff prevention weir made as described above does not stop rainwater like a conventional weir, but because the embankment soil is granular, It drains rainwater from the gaps in the soil.
In this case, the flow speed of rainwater is reduced by the weir, and the particles of the red soil flowing with the rainwater sink into the area dammed by the weir. Therefore, even if a sand basin is not formed, by making many weirs of the present embodiment, it is possible to prevent runoff of topsoil due to rainwater.
[0013]
When the weir is no longer necessary after the damming work is completed, the outflow prevention material used for the embankment can be disposed of by using it as horticultural soil, so that it can be reused without becoming industrial waste.
Furthermore, even if the place where the weir is made is used in a multipurpose open space or a green space after the work, the outflow prevention material can be used.
[0014]
【The invention's effect】
INDUSTRIAL APPLICABILITY According to the present invention, by spreading a certain thickness on the surface of land in a certain area, it is possible to prevent the outflow of topsoil such as red soil in the area and prevent the future effective use of land in the area.
In addition, rainwater containing topsoil and the like can be dammed up by a simple method, and the topsoil can be obtained by reasonably preventing only the topsoil from flowing down. Therefore, without damaging the soil, damming work can be performed easily and quickly.
Furthermore, since the outflow preventing material is mainly made of waste such as soil generated at the time of purifying tap water or industrial water, it also has the effect of reusing resources and saving energy.

Claims (4)

凝集剤を含有した土を主成分とする流出防止材を作成し、その後上記流出防止材を土壌の表面に所定の厚さ堆積することにより表土の流出を防止する表土流出防止方法。A topsoil outflow prevention method in which an outflow prevention material mainly composed of soil containing a flocculant is prepared, and then the outflow prevention material is deposited on a surface of the soil to a predetermined thickness to prevent outflow of topsoil. 凝集剤を含有した土を主成分とする流出防止材を作成し、その後上記流出防止材を水が流れる場所に盛土して積み上げるか、あるいは土嚢袋に詰めて配置することにより堰を作り水をせき止めることにより表土の流出を防止する表土流出防止方法。Create a runoff prevention material mainly composed of soil containing a flocculant, and then fill and pile up the runoff prevention material in a place where water flows, or place it in a sandbag bag and place a weir to create water. Topsoil runoff prevention method that prevents topsoil runoff by damming. 上記流出防止材を、水道水や工業用水等の浄化時に生成される凝集剤を含有した土を含有水分1%〜17%程度の粒状に成形して作成したことを特徴とする請求項1又は請求項2記載の表土流出防止方法。The said outflow prevention material was formed by shaping | molding the soil containing the coagulant produced | generated at the time of purification of tap water, industrial water, etc. into the granular form of about 1%-17% of containing water, The Claims 1 or 2 characterized by the above-mentioned. The method for preventing topsoil outflow according to claim 2. 上記流出防止材を、水道水や工業用水等の浄化時に生成される凝集剤を含有した土と、古紙再生工場より発生する凝集剤を含有した土と、火力発電所より発生する石炭灰および産業廃棄物処理場のリサイクルチップ等を適宜の割合で混合し、この混合物を含有水分1%〜17%程度の粒状に成形して作成したことを特徴とする請求項1又は請求項2記載の表土流出防止方法。The above-mentioned spill-prevention material is used for soil containing a flocculant generated during purification of tap water or industrial water, soil containing a flocculant generated from a waste paper recycling plant, coal ash generated from a thermal power plant and industrial The topsoil according to claim 1 or 2, wherein the recycle chips and the like at the waste disposal site are mixed at an appropriate ratio, and the mixture is formed into granules having a water content of about 1% to 17%. Spill prevention method.
JP2002209923A 2002-07-18 2002-07-18 Topsoil prevention method Expired - Lifetime JP4642311B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008063834A (en) * 2006-09-07 2008-03-21 Ashimori Ind Co Ltd Long bag body, weir for preventing surface soil from flowing out, and plant cultivating facility
CN102888849A (en) * 2012-10-19 2013-01-23 中国地质大学(北京) Transformation method for waste dump micro-landform of large opencast coal mine in loess area

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008063834A (en) * 2006-09-07 2008-03-21 Ashimori Ind Co Ltd Long bag body, weir for preventing surface soil from flowing out, and plant cultivating facility
CN102888849A (en) * 2012-10-19 2013-01-23 中国地质大学(北京) Transformation method for waste dump micro-landform of large opencast coal mine in loess area
CN102888849B (en) * 2012-10-19 2015-11-11 中国地质大学(北京) A kind of large outdoors colliery refuse dump, loess area micro-slope reconstruction method

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