JP4642311B2 - Topsoil prevention method - Google Patents

Topsoil prevention method Download PDF

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Publication number
JP4642311B2
JP4642311B2 JP2002209923A JP2002209923A JP4642311B2 JP 4642311 B2 JP4642311 B2 JP 4642311B2 JP 2002209923 A JP2002209923 A JP 2002209923A JP 2002209923 A JP2002209923 A JP 2002209923A JP 4642311 B2 JP4642311 B2 JP 4642311B2
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Prior art keywords
topsoil
rainwater
soil
water
weir
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JP2002209923A
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Japanese (ja)
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JP2004052327A (en
Inventor
健一 城間
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城間 勉子
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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】
上記課題を解決するために、本発明の要旨とするところは、水道水や工業用水の浄化時に生成される凝集剤を含有した土を粒状に成形して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堰を作り、降雨時、雨水と共に表土が流れてきた場合、雨水のみが前記粒状の流出防止材の隙間から流れ、雨水の中にとけだしている表土は堰によってせき止められた場所に沈下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である。
また、本発明の要旨とするところは、水道水や工業用水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を混合し、この混合物を粒状に成形して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堰を作り、 降雨時、雨水と共に表土が流れてきた場合、雨水のみが前記粒状の流出防止材の隙間から流れ、雨水の中にとけだしている表土は堰によってせき止められた場所に沈下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である。
【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0〜1mm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、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]
BACKGROUND OF THE INVENTION
The present invention is a method for preventing outflow of topsoil such as red soil flowing out from a construction site, farmland, earth and sand breakage, or the like.
[0002]
[Prior art]
In general, when the amount of rainfall is about 30 mm per hour, the surface of the soil is shaved by rain, and the soil particles become fine and the topsoil flows out. Alternatively, it was necessary to prevent the red soil from flowing out because the red soil particles flowed out to the sea at a place where the water flow rate was fast, such as an inclined surface.
[0003]
Conventionally, as a method for preventing the outflow of topsoil such as red soil, there has been a method of covering the surface of the soil by seeding bond or emulsion on the surface of the bare soil generated during construction.
Other methods include covering the soil surface with a plastic sheet during rain to prevent the soil from flowing out, creating a sand basin to slow down the time it takes for the water containing red soil generated during the rain to reach the sea, There was a method of making a weir to dam the top soil with concrete, etc., damming up the water containing red soil, and sinking out the red soil particles there.
[0004]
[Problems to be solved by the invention]
Of these conventional methods, the former method of covering the soil surface with an emulsion or the like is not preferable because it roughens the surface of the soil.
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 out of the weir, but it exceeds the rainfall of a certain amount or more. In such a case, red soil overflows from the weir with rainwater, and the effect of preventing topsoil outflow is lost.
The present invention has been made to solve such problems of the conventional example.
[0005]
[Means for Solving the Problems]
In order to solve the above-mentioned problems, the gist of the present invention is to form a spill preventive material by forming a soil containing a flocculant generated during purification of tap water or industrial water into granules, and then the spill If the topsoil flows together with rainwater during raining, the rainwater only flows from the gap between the granular runoff prevention materials, and the topsoil is discharged into the rainwater. Is a topsoil runoff prevention method that prevents topsoil runoff by sinking to a place blocked by a weir.
Further, the gist of the present invention is generated from a soil containing a flocculant generated during purification of tap water or industrial water, a soil containing a flocculant generated from a used paper recycling factory, and a thermal power plant. Coal ash and industrial waste treatment plant recycling chips are mixed, and the mixture is formed into granules to create a spill prevention material. After that, the spill prevention material is embanked in a place where water flows to create a weir. When the topsoil flows together with rainwater, only rainwater flows from the gaps between the granular runoff prevention materials, and the topsoil that has leaked into the rainwater sinks to a place blocked by a weir to prevent the topsoil from flowing out. This is a method for preventing topsoil outflow.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Next, an embodiment of the present invention will be described.
When tap water, industrial water, or the like is purified, soil containing a flocculant called sludge or cake is generated at the time of purification. In this embodiment, this soil is used. Other soils can be used as long as they contain a flocculant. For example, soil comes out from a dam construction site, but it is possible to add a flocculant to the soil.
[0007]
In addition, the flocculant is a known chemical agent, which acts to solidify the soil by solidifying the fine particles of the soil floating in the raw water in the process of purifying water and submerging it into a floc form. Also called an agent.
Since the soil of this embodiment is hardened by this flocculant, it is stable even if it is formed into a granular shape, and does not melt 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 water supply, industrial water, etc. is adjusted to a moisture content of about 1% to 17%, preferably about 1% to 2% and shaped into granules. The size of the grains is about 0 to 40 mm in diameter, and the grains of 0 to 1 mm are 10% or less with respect to the total amount of soil.
The granulated soil is used as it is as an outflow prevention material of this embodiment shown below.
[0009]
As another embodiment of the outflow prevention material, better results can be obtained by mixing the following materials in order to improve water permeability. The materials used and the mixing ratio are as follows.
(1) 50% of soil containing flocculants generated from water purification plants such as tap water and industrial water (2) 10% of soil containing flocculants generated from waste paper recycling plants
(3) 20% of coal ash generated from thermal power plants
(4) 20% recycled chips from industrial waste disposal sites
The mixing ratio of the above materials is an example, and can be changed depending on the situation.
[0010]
The outflow of the red soil can be prevented by spraying the outflow prevention material configured as described above to a place where the red soil is exposed to about 2 cm to 4 cm.
This is a case where the spill prevention material of the present embodiment is used as a customer's soil, for example, a case where the surface is covered with soil as it is in a wide area such as a field or a park.
If the above-mentioned emulsion is sowed, it will not be possible to plant turf or trees in the area in the future, but according to this method, turf or trees can be planted because the soil is not exposed.
[0011]
In addition, in the case of civil engineering work, the soil is dug up, so it is not possible to spread the soil in a certain area as described above. Therefore, the spill prevention material may be packed in a sandbag and placed in a place where water is expected to flow, or the spill prevention material may be piled up like a bank to make a weir.
Also, in places where it can be predicted that the speed of water flow is high, it is necessary to set up a plurality of piles so that the embankment spill prevention material will not be washed away with water, and to put a net between them to surround the prevention material.
[0012]
The topsoil runoff prevention weir made in the above way is not covered with rainwater like the conventional weir when the topsoil flows along with rainwater when it rains. The rainwater oozes out from the gaps in the soil.
If it does in this way, the flow speed of rainwater will become slow by said dam, and the particle | grains of the red soil which flowed with rainwater will sink to the place stopped by the dam. Therefore, it is possible to prevent topsoil outflow due to rainwater by making many weirs of this embodiment without making a sand basin.
[0013]
When the dam work is completed and the weir is no longer needed, the spill prevention material used for the embankment can be disposed of by using it as horticultural soil, so it can be reused instead of being industrial waste.
Furthermore, even when the place where the weir is made is used for a multipurpose plaza, a green space, etc. after the work, the outflow prevention material can be used.
[0014]
【The invention's effect】
According to the present invention, topsoil can be obtained by damping rainwater containing topsoil by a simple method and preventing the topsoil from flowing down without difficulty. Therefore, it does not roughen the soil, and at the same time, the damming work can be done easily and quickly.
Furthermore, since the outflow prevention material mainly uses waste such as soil generated during purification of tap water, industrial water, etc., it also has the effect of reusing resources and saving energy.

Claims (2)

水道水や工業用水の浄化時に生成される凝集剤を含有した土を粒状に成形して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堰を作り、
降雨時、雨水と共に表土が流れてきた場合、雨水のみが前記粒状の流出防止材の隙間から流れ、雨水の中にとけだしている表土は堰によってせき止められた場所に沈下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。
Molding soil containing flocculant generated during purification of tap water and industrial water into granules to create a spill prevention material, then embanking the spill prevention material in the place where water flows, creating a weir,
If the topsoil flows along with rainwater during rainfall, only the rainwater flows from the gaps between the granular runoff prevention materials, and the topsoil that has leaked into the rainwater sinks to a place blocked by a weir. Preventing topsoil outflow.
水道水や工業用水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を混合し、この混合物を粒状に成形して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堰を作り、
降雨時、雨水と共に表土が流れてきた場合、雨水のみが前記粒状の流出防止材の隙間から流れ、雨水の中にとけだしている表土は堰によってせき止められた場所に沈下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。
Soil containing flocculant generated during purification of tap water and industrial water, soil containing flocculant generated from waste paper recycling plant, and coal ash generated from thermal power plants and recycling chips for industrial waste treatment plants The mixture is formed into a granular shape to create a spill prevention material, and then the spill prevention material is embanked in a place where water flows to create a weir,
If the topsoil flows along with rainwater during rainfall, only the rainwater flows from the gaps between the granular runoff prevention materials, and the topsoil that has leaked into the rainwater sinks to a place blocked by a weir. topsoil runoff prevention method for preventing.
JP2002209923A 2002-07-18 2002-07-18 Topsoil prevention method Expired - Lifetime JP4642311B2 (en)

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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
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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