JPH11228961A - Soil sealing material - Google Patents

Soil sealing material

Info

Publication number
JPH11228961A
JPH11228961A JP10031396A JP3139698A JPH11228961A JP H11228961 A JPH11228961 A JP H11228961A JP 10031396 A JP10031396 A JP 10031396A JP 3139698 A JP3139698 A JP 3139698A JP H11228961 A JPH11228961 A JP H11228961A
Authority
JP
Japan
Prior art keywords
soil
molten slag
sealing material
water
gravel
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
JP10031396A
Other languages
Japanese (ja)
Inventor
Kunioki Hirama
邦興 平間
Tatsuyuki Matsuo
龍之 松尾
Tetsumi Higasayama
徹巳 日笠山
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.)
Obayashi Corp
Original Assignee
Obayashi Corp
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 Obayashi Corp filed Critical Obayashi Corp
Priority to JP10031396A priority Critical patent/JPH11228961A/en
Publication of JPH11228961A publication Critical patent/JPH11228961A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Revetment (AREA)
  • Processing Of Solid Wastes (AREA)
  • Soil Conditioners And Soil-Stabilizing Materials (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a soil sealing material which can easily increase the supporting power of a sealing layer while effectively utilizing molten slag without sampling or purchasing gravel by mixing molten slag into a soil sealing material used for forming a sealing layer from on-site produced soil. SOLUTION: For example, silt or fine clay granules can be used as a soil sealing material, and in the case of soil mainly comprising water-permeable sand, it can be converted into a soil sealing material by mixing bentonite into it. For example, molten slag produced in incinerating household wastes at 1,300-1,500 deg.C, a molten slag obtd. in melting incineration ash with a direct- current electromelting furnace, etc., are solidified by air-cooling or water-cooling and then used as the molten slag. The molten slag is crushed to a size of 40-50 mm and is mixed in an amt. of 30-40% into the objective sealing material.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は土質遮水材料に関し、
特に、現地発生土を用いて遮水層を形成するために用い
られる土質遮水材料に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a soil impermeable material,
In particular, the present invention relates to a soil impermeable material used to form a water impermeable layer using locally generated soil.

【0002】[0002]

【従来の技術】例えばフィルダムのコア部には、ダム内
に貯留された貯留水が堤体内を浸透して流出するのを防
止するための遮水壁が、遮水層を積層してゆくことによ
り形成されることになる。また、溜池や埋立て型の廃棄
物処分場では、貯留水を貯留するため、あるいは廃棄物
から浸出する汚染水が外部に流出するのを防止するため
に、これらの底面部分に遮水層が形成されるとともに、
特に廃棄物処分場では、雨水などが廃棄物の内部に浸透
するのを防止する遮水層が、廃棄物を覆う覆土として敷
設される場合がある。
2. Description of the Related Art For example, a water-impervious wall for preventing water stored in a dam from penetrating and flowing out of an embankment is provided on a core portion of a fill dam. It is formed by In addition, in reservoirs and landfill-type waste disposal sites, a water-blocking layer is formed on the bottom to store stored water or to prevent contaminated water leaching from waste from flowing out. Being formed,
In particular, at a waste disposal site, a water barrier layer that prevents rainwater and the like from penetrating into the waste may be laid as covering soil covering the waste.

【0003】これらの遮水層は、遮水性を有する土質材
料によって形成されることになるが、現地発生土がシル
トや粘土細粒を十分に含有している場合には、かかる発
生土を巻き出し締め固めて遮水層を造成することにな
り、また現地発生土が砂分を主体とする土質の場合は、
例えばベントナイトを加えて遮水性を確保した材料とし
た後に締め固めて遮水層を造成するのが一般的である。
[0003] These water-blocking layers are formed of a soil material having water-blocking properties. When the locally generated soil contains a sufficient amount of silt or clay fine particles, the generated soil is wound. When the soil generated is locally soil-based,
For example, it is common to form a water-blocking layer by adding bentonite to a material having sufficient water-blocking properties and then compacting it.

【0004】また、これらの遮水層に相当の支持力が必
要とされる場合には、これらの土質遮水材料に礫を混入
して支持力の増大を図っている。
[0004] When a considerable bearing capacity is required for these impermeable layers, gravel is mixed into these soil impermeable materials to increase the supporting capacity.

【0005】[0005]

【発明が解決しようとする課題】そして、このような土
質遮水材料に混入される礫は、礫層が現地発生土に含ま
れている場合には、発生土をフルイなどで分級し、礫を
取り出して使用することもできるが、このような作業に
大がかりな設備や費用を必要とすることになるという課
題があった。
When the gravel layer is included in the locally generated soil, the generated gravel is classified using a sieve or the like, and the gravel mixed into the soil impermeable material is classified as a gravel. Can be taken out and used, but there is a problem that such a work requires large-scale equipment and cost.

【0006】また、発生土に礫が含まれていない場合に
は、土質遮水材料に混入するための礫を別途購入する必
要を生じることになるという課題があった。
Another problem is that if the generated soil contains no gravel, it is necessary to separately purchase gravel to be mixed into the soil impermeable material.

【0007】一方、現在、我国では、日々発生する大量
のゴミの大部分を焼却処理しているが、焼却の際に発生
するダイオキシンが大きな社会問題になっており、ダイ
オキシンの発生を防ぐために焼却温度を1300〜15
00度まであげる処理方法が今後多くなることが予想さ
れる。温度を上げてゴミを焼却すると、ガラス質の溶融
スラグが発生することになる。また、ゴミや石炭などに
よる焼却灰は、例えば直流電気還元溶融炉などを用いて
溶融処理することができるが、このような溶融処理によ
っても多量の溶融スラグが発生することになる。さら
に、汚染土壌を原位置で電気的に加熱することにより、
ガラス固化して回収、除去する技術も開発されており、
このようにして回収、除去された固化体にも多量の溶融
スラグが含まれることになる。
On the other hand, at present, most of the large amount of garbage generated daily is incinerated in Japan. However, dioxin generated during incineration is a major social problem, and incineration is required to prevent the generation of dioxin. Temperature between 1300 and 15
It is expected that the number of processing methods up to 00 degrees will increase in the future. Incineration of refuse at elevated temperatures will produce vitreous molten slag. In addition, incineration ash due to garbage or coal can be melt-processed using, for example, a direct current electric reduction melting furnace or the like, but such a melting process also generates a large amount of molten slag. In addition, by electrically heating the contaminated soil in situ,
Technology to collect and remove by vitrification has also been developed,
The solidified matter thus recovered and removed also contains a large amount of molten slag.

【0008】そして、このような溶融スラグは、例えば
コンクリート用の骨材や路盤材料として利用することが
試みられているが、かかる溶融スラグを有効利用すべ
く、さらに別の用途の開発が望まれている。
[0008] Such molten slag has been tried to be used, for example, as an aggregate for concrete or a roadbed material. However, in order to effectively utilize such molten slag, it is desired to develop another use. ing.

【0009】そこで、この発明は、このような従来の課
題に着目してなされたもので、礫を抽出したり購入した
りすることなく、かつ溶融スラグを有効利用しつつ、遮
水層の支持力を容易に増大することのできる土質遮水材
料を提供することを目的とするものである。
Accordingly, the present invention has been made in view of such a conventional problem, and does not extract or purchase gravel, and effectively utilizes molten slag to support a water-impervious layer. It is an object of the present invention to provide a soil impermeable material capable of easily increasing the force.

【0010】[0010]

【課題を解決するための手段】この発明は、上記目的を
達成するためになされたもので、その要旨は、現地発生
土を用いて遮水層を形成するために用いられる土質遮水
材料において、該土質遮水材料には、前記遮水層の支持
力を増大するための溶融スラグが混入されていることを
特徴とする土質遮水材料にある。
Means for Solving the Problems The present invention has been made to achieve the above object, and the gist of the present invention is to provide a soil impermeable material used for forming a impermeable layer using locally generated soil. In addition, in the soil impermeable material, a molten slag for increasing a supporting force of the impermeable layer is mixed with the soil impermeable material.

【0011】ここで、上記記載において、土質遮水材料
とは、所定の厚さの層や壁をなすことにより、水の通過
を阻止する遮水層を形成し得る土質材料であって、例え
ばシルトや粘土細粒分を用いることができ、また透水性
のある砂分を主体とする土質の場合であっても、例えば
ベントナイトを混合して改良することにより遮水性を付
与することによって、土質遮水材料とすることができ
る。
Here, in the above description, the soil impermeable material is a soil material capable of forming a water impermeable layer that blocks the passage of water by forming a layer or wall having a predetermined thickness. Silt or clay fine particles can be used, and even in the case of soil mainly composed of permeable sand, for example, by adding bentonite to improve the soil, It can be a water-blocking material.

【0012】また、土質遮水材料に混合される溶融スラ
グは、ゴミや石炭などを燃焼する際の灰分を主体とし、
ケイ酸塩を主成分とするもので、例えば日々発生するゴ
ミを1300〜1500度まで温度を上げてゴミを焼却
する際に発生する溶融スラグや、焼却灰を直流電溶融炉
などを用いて溶融処理する際に得られる溶融スラグなど
を、空冷あるいは水冷により固化させて用いることがで
きる。
Further, the molten slag mixed with the soil impermeable material is mainly composed of ash when burning garbage or coal.
It is mainly composed of silicate. For example, molten slag and incinerated ash generated when garbage generated every day is heated to 1300 to 1500 ° C to incinerate the garbage, and incinerated ash is melted using a DC electric melting furnace or the like. The molten slag or the like obtained at the time of solidification can be used after being solidified by air cooling or water cooling.

【0013】そして、このような溶融スラグは、粒径が
例えば40〜50mm程度の大きさに砕かれて調整され
た状態で遮水層の作業現場まで搬入され、現地発生土に
よる土質遮水材料に混入されることになる。
[0013] Such a molten slag is carried to the work site of the impermeable layer in a state where the slag is crushed to a size of, for example, about 40 to 50 mm and adjusted, and is subjected to soil impermeable material by locally generated soil. Will be mixed in.

【0014】すなわち、溶融スラグは、遮水層の支持力
を増大すべく土質遮水材料に混入される礫の代替物質と
して、このような従来の礫と同様の方法で各種混合装置
を用いて、30〜40%程度の混入率(全乾土重量量に
対するスラグ量の割合)で土質遮水材料中に混入され、
混入された溶融スラグは土質遮水材料中において骨格を
形成して、この土質遮水材料による遮水層に、礫を混合
した土質遮水材料と同等の、相当の地盤支持力を付与す
ることになる。
That is, the molten slag is used as a substitute for the gravel mixed in the soil impermeable material to increase the bearing capacity of the impermeable layer by using various mixing devices in the same manner as the conventional gravel. At a mixing rate of about 30 to 40% (the ratio of the amount of slag to the total dry soil weight) in the soil impermeable material,
The mixed molten slag forms a skeleton in the soil impermeable material, and gives the impermeable layer made of the soil impermeable material a substantial ground support equivalent to that of the soil impermeable material mixed with gravel. become.

【0015】また、将来的にも多量に発生することが予
想される溶融スラグの有効利用を図ることができるとと
もに、廃棄処理されるべき溶融スラグを利用して、コス
トの低減を図ることもできる。
Further, it is possible to effectively utilize molten slag which is expected to be generated in a large amount in the future, and to reduce costs by using molten slag to be disposed of. .

【0016】したがって、この発明の土質遮水材料によ
れば、礫を抽出したり購入したりすることなく、かつ溶
融スラグを有効利用しつつ、遮水層の支持力を容易に増
大することができる。
Therefore, according to the soil impermeable material of the present invention, it is possible to easily increase the bearing capacity of the impermeable layer without extracting or purchasing gravel, and effectively using the molten slag. it can.

【0017】[0017]

【発明の効果】以上詳細に説明したように、この発明の
土質遮水材料によれば、溶融スラグが混入されているの
で、礫を抽出したり購入したりすることなく、かつ溶融
スラグを有効利用しつつ、この土質遮水材料によって形
成される遮水層の支持力を容易に増大することができ
る。
As described above in detail, according to the soil impermeable material of the present invention, since molten slag is mixed, the molten slag can be effectively used without extracting or purchasing gravel. While utilizing, it is possible to easily increase the supporting force of the impermeable layer formed by the soil impermeable material.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 現地発生土を用いて遮水層を形成するた
めに用いられる土質遮水材料において、該土質遮水材料
には前記遮水層の支持力を増大するための溶融スラグが
混入されていることを特徴とする土質遮水材料。
1. A soil impermeable material used to form a water impermeable layer using locally generated soil, wherein the soil impermeable material is mixed with a molten slag for increasing a supporting force of the water impermeable layer. Soil impervious material characterized by being made.
JP10031396A 1998-02-13 1998-02-13 Soil sealing material Pending JPH11228961A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10031396A JPH11228961A (en) 1998-02-13 1998-02-13 Soil sealing material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10031396A JPH11228961A (en) 1998-02-13 1998-02-13 Soil sealing material

Publications (1)

Publication Number Publication Date
JPH11228961A true JPH11228961A (en) 1999-08-24

Family

ID=12330112

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10031396A Pending JPH11228961A (en) 1998-02-13 1998-02-13 Soil sealing material

Country Status (1)

Country Link
JP (1) JPH11228961A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005161201A (en) * 2003-12-02 2005-06-23 Ohbayashi Corp Asphalt composition in seepage control work

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005161201A (en) * 2003-12-02 2005-06-23 Ohbayashi Corp Asphalt composition in seepage control work
JP4492109B2 (en) * 2003-12-02 2010-06-30 株式会社大林組 Asphalt composition in impermeable works

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