JPH10290968A - Water barrier material for burying waste - Google Patents
Water barrier material for burying wasteInfo
- Publication number
- JPH10290968A JPH10290968A JP9117503A JP11750397A JPH10290968A JP H10290968 A JPH10290968 A JP H10290968A JP 9117503 A JP9117503 A JP 9117503A JP 11750397 A JP11750397 A JP 11750397A JP H10290968 A JPH10290968 A JP H10290968A
- Authority
- JP
- Japan
- Prior art keywords
- container
- water
- waste
- fibrous reinforcing
- mixture
- 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
Links
Landscapes
- Processing Of Solid Wastes (AREA)
Abstract
(57)【要約】
【課題】 引っ張り強度を向上させることができ、搬送
の際の破損を防いで作業性の向上に寄与できる廃棄物埋
設用遮水緩衝材を提供する。
【解決手段】 遮水緩衝材10は、上方に開口する中空
有底円筒状の本体11とその開口部を閉塞する円盤状の
蓋12とで構成され、それぞれベントナイトに骨材とし
ての礫とけい砂及び繊維状補強材としてのガラス繊維を
混合した混合物を圧縮成形することによって全体にガラ
ス繊維が混入して形成されている。
(57) [Summary] [Problem] To provide a water impermeable buffer material for burying waste material, which can improve tensile strength, prevent breakage during transportation, and contribute to improvement of workability. SOLUTION: A water-blocking buffer material 10 is composed of a hollow-bottomed cylindrical main body 11 opening upward and a disk-shaped lid 12 closing the opening, and each of the bentonite has gravel and silica sand as aggregate. The mixture is formed by compressing and molding a mixture of glass fibers as a fibrous reinforcing material and glass fibers mixed into the whole.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、岩盤に穿設された
埋設穴内に廃棄物を収容した容器を挿置して埋設する際
に、埋設穴の内面と容器の外面との間に介装される廃棄
物埋設用遮水緩衝材に関する。BACKGROUND OF THE INVENTION The present invention relates to an interposition between an inner surface of a burial hole and an outer surface of a container when a container containing waste is inserted and buried in a burial hole formed in a rock. The present invention relates to an impermeable buffer material for burying waste.
【0002】[0002]
【従来の技術】有害な廃棄物の廃棄方法の一つとして、
近時、容器に収容して地中深く埋設することが考えられ
ている。即ち、耐食・耐圧性の金属によって形成された
容器に廃棄物を収容し、この容器を岩盤に穿設した埋設
穴に挿置して埋設しようとするものである。2. Description of the Related Art As one method of disposing of hazardous waste,
Recently, it has been considered to be housed in a container and buried deep underground. That is, waste is stored in a container made of a corrosion-resistant and pressure-resistant metal, and this container is inserted into a burial hole formed in a rock to be buried.
【0003】ところが、このように地中に埋設する場
合、その容器は塩分等を含んだ地下水に長期間曝される
こととなり、このような状況は耐食・耐圧性の容器とい
えども好ましいことではない。また、地殻の変位によっ
て容器が損傷する虞がある。However, when the container is buried in the ground as described above, the container is exposed to groundwater containing salt or the like for a long period of time. Such a situation is not preferable even for a corrosion-resistant and pressure-resistant container. Absent. In addition, the container may be damaged by displacement of the crust.
【0004】このため、埋設穴の内面と容器の外面との
間にベントナイトを主成分とする遮水緩衝材を介装し、
この遮水緩衝材によって地下水と容器とを遮断すると共
に、地殻の変位を吸収して容器の損傷を防ぐことが考え
られる。For this reason, a water-impervious cushioning material mainly composed of bentonite is interposed between the inner surface of the burial hole and the outer surface of the container,
It is conceivable that this water-blocking material blocks groundwater from the container and absorbs displacement of the crust to prevent damage to the container.
【0005】遮水緩衝材は、ベントナイトに礫等の骨材
を混合し、圧縮成形によって所定形状に形成される。[0005] The impermeable buffer material is formed into a predetermined shape by mixing bentonite with an aggregate such as gravel and compression molding.
【0006】[0006]
【発明が解決しようとする課題】しかしながら、上記の
ごとく骨材とベントナイトとの混合物を圧縮成形して成
る遮水緩衝材は、所望の形状に一体成形することが可能
であって作業性の向上に寄与できるものの、引っ張り強
度が低く破損し易いために搬送が困難であるという問題
があった。特に、経済性を高めるためにベントナイトの
含有率を下げると強度の劣化は著しく、このため、小さ
なブロック状に分割形成したものを積み上げるように用
いなければならなくなって一体成形によるメリットを享
受できないものであった。However, as described above, a water-impeding cushioning material obtained by compression-molding a mixture of aggregate and bentonite can be integrally formed into a desired shape, thereby improving workability. However, there is a problem that transport is difficult due to low tensile strength and easy breakage. In particular, when the content of bentonite is reduced to increase economic efficiency, the strength is significantly deteriorated, and therefore, it must be used to stack those formed into small blocks and thus cannot enjoy the advantages of integral molding. Met.
【0007】本発明は、上記解決課題に鑑みてなされた
ものであって、引っ張り強度を向上させることができ、
搬送の際の破損を防いで作業性の向上に寄与できる廃棄
物埋設用遮水緩衝材を提供することを目的とする。[0007] The present invention has been made in view of the above problems, and can improve the tensile strength.
It is an object of the present invention to provide a water-impeding buffer material for burying waste, which can prevent damage during transportation and contribute to improvement of workability.
【0008】[0008]
【課題を解決するための手段】上記目的を達成する本発
明に係る廃棄物埋設用遮水緩衝材は、岩盤に穿設された
埋設穴内に廃棄物を収容した容器を挿置して埋設する際
に、前記埋設穴の内面と前記容器の外面との間に介装さ
れるものであって、骨材とガラス繊維等の繊維状補強材
とベントナイトの混合物が圧縮成形によって予め所定形
状に成形され構成されていることを特徴とする。A water impermeable buffer material for burying waste according to the present invention, which achieves the above object, is buried by inserting a container containing waste into a burial hole formed in rock. At this time, a mixture of aggregate, fibrous reinforcing material such as glass fiber and bentonite is formed into a predetermined shape by compression molding, which is interposed between the inner surface of the burial hole and the outer surface of the container. It is characterized by being constituted.
【0009】また、上記繊維状補強材は、高引っ張り力
作用部位に集中して混入されて構成されていることを特
徴とする。[0009] The fibrous reinforcing material is characterized in that the fibrous reinforcing material is intensively mixed in a high tensile force acting portion.
【0010】[0010]
【発明の実施の形態】以下、添付図面を参照して本発明
の実施の形態について説明する。図1は本発明に係る廃
棄物埋設用遮水緩衝材の外観斜視図であり、図2はその
遮水緩衝材の使用態様である廃棄物収容容器の埋設状態
を示す断面図である。Embodiments of the present invention will be described below with reference to the accompanying drawings. FIG. 1 is an external perspective view of a water impermeable buffer material for embedding waste according to the present invention, and FIG. 2 is a cross-sectional view showing an embedded state of a waste storage container which is a usage mode of the water impermeable buffer material.
【0011】図示遮水緩衝材10は、上方に開口する中
空有底円筒状の本体11とその開口部を閉塞する円盤状
の蓋12とで構成され、それぞれ図3に示すようにベン
トナイトに骨材としての礫とけい砂及び繊維状補強材と
してのガラス繊維を混合した混合物を圧縮成形すること
によって全体にガラス繊維が混入して形成されている。The illustrated water-impervious cushioning material 10 is composed of a hollow-bottomed cylindrical main body 11 opening upward and a disk-shaped lid 12 closing the opening, and as shown in FIG. The mixture is formed by compressing and molding a mixture of gravels and silica sand as a material and glass fibers as a fibrous reinforcing material, so that glass fibers are mixed into the whole.
【0012】圧縮成形は、本体11の例を図4に示すよ
うに、ゴム等の弾性素材によって形成されたキャビティ
21内に、ベントナイトに骨材及びガラス繊維を混合し
た混合物20を充填すると共に内空部と対応するコア2
2を挿置し、キャビティ21の外部から液圧を外面に均
等に作用させることによって行われる。In the compression molding, as shown in FIG. 4, an example of the main body 11 is filled in a cavity 21 formed of an elastic material such as rubber with a mixture 20 obtained by mixing bentonite with aggregate and glass fiber. Core 2 corresponding to the empty part
2 is inserted and the hydraulic pressure is uniformly applied to the outer surface from the outside of the cavity 21.
【0013】このように構成された遮水緩衝材10は、
図2に示すように地盤1に穿設された埋設穴2に本体1
1が挿置され、その中空部内に廃棄物収容容器3が挿置
された後、本体11の開口部を蓋12が塞ぐように配設
される。本体11の中空部の内周面と廃棄物収容容器3
の外周面との隙間には、ベントナイトが充填されてベン
トナイト層4が形成される。[0013] The impermeable cushioning material 10 thus configured is
As shown in FIG. 2, the main body 1 is inserted into a buried hole 2 formed in the ground 1.
After the waste storage container 3 is inserted into the hollow portion of the main body 11, the lid 12 is disposed so as to cover the opening of the main body 11. Inner peripheral surface of hollow portion of main body 11 and waste container 3
Is filled with bentonite to form a bentonite layer 4.
【0014】而して、上記のごとく繊維状補強材として
のガラス繊維が混入された遮水緩衝材10は、ガラス繊
維によって高い引っ張り強度が得られて破損し難くな
り、移動の際の破損を防ぐことができる。即ち、本構成
例の本体11の形状では、その上部を支持して持ち上げ
ると底部近傍の側壁部に最大応力が生じてガラス繊維が
混入されていないものでは当該部位で破損し易く成形し
ても搬送が困難であるが、本構成ではそのような虞がな
く容易に搬送することができるものである。また、ガラ
ス繊維によって強度が向上するためにベントナイトの含
有率を低下させることが可能となり、コストも低減でき
る。As described above, the water-impervious cushioning material 10 in which the glass fiber as the fibrous reinforcing material is mixed has a high tensile strength due to the glass fiber, and is hard to be broken. Can be prevented. That is, in the shape of the main body 11 of this configuration example, when the upper part is supported and lifted, the maximum stress is generated on the side wall part near the bottom part, and if the glass fiber is not mixed, the part is easily broken at the part. Although transport is difficult, this configuration does not have such a risk and can be transported easily. Further, since the strength is improved by the glass fiber, the content of bentonite can be reduced, and the cost can be reduced.
【0015】尚、上記構成例は繊維状補強材としてガラ
ス繊維を用いた例であるが、繊維状補強材はこれに限る
ものではなく、炭素繊維等他の繊維であっても良いもの
である。The above configuration example is an example in which glass fiber is used as the fibrous reinforcing material. However, the fibrous reinforcing material is not limited to this, and other fibers such as carbon fiber may be used. .
【0016】また、遮水緩衝材の全体に繊維状補強材が
混入されている例を示したが、図5に示す本体11′の
ように大きな応力の生ずる底部角部11Aのみに繊維状
補強材を選択的に混入して構成しても良い。即ち、成形
時においてキャビティ内に混合物を充填する際に、底部
角部11Aに繊維状補強材を混入した混合物を位置させ
ることで、大きな応力が作用する部位のみを補強するこ
とができるものである。これによれば、全体に繊維状補
強材を混入するものに比べより効率的に補強することが
できてコスト削減にも寄与できる。Also, an example has been shown in which the fibrous reinforcing material is mixed into the entire water-impervious cushioning material. However, as shown in the main body 11 'of FIG. The material may be selectively mixed. That is, when filling the cavity with the mixture at the time of molding, by positioning the mixture in which the fibrous reinforcing material is mixed in the bottom corner 11A, it is possible to reinforce only a portion where a large stress acts. . According to this, reinforcement can be more efficiently performed as compared with the case where a fibrous reinforcing material is mixed in the whole, and it can contribute to cost reduction.
【0017】更に、遮水緩衝材の形状は、上記構成例の
形状に限らず適宜設定可能なものであり、上記構成例の
形状を分割して形成したり、ブロック状のものに適用し
ても良いものである。Further, the shape of the water-impervious buffer material is not limited to the shape of the above-described configuration example, but can be set as appropriate. Is also good.
【0018】[0018]
【発明の効果】以上述べたように、本発明に係る廃棄物
埋設用遮水緩衝材によれば、骨材と繊維状補強材とベン
トナイトの混合物が圧縮成形によって予め所定形状に成
形され構成されていることにより、引っ張り強度を向上
させることができ、移送の際の破損を防ぐことができ
る。従って、所望形状に一体成形したものを用いること
が可能となり作業性を向上できるものである。As described above, according to the impermeable buffer material for burying waste according to the present invention, the mixture of the aggregate, the fibrous reinforcing material and the bentonite is formed into a predetermined shape in advance by compression molding. By doing so, the tensile strength can be improved and breakage during transfer can be prevented. Therefore, it is possible to use a product integrally formed in a desired shape, and it is possible to improve workability.
【0019】また、強度が向上することによりベントナ
イトの含有率を減少させることができ、コストを低減で
きるものである。Further, by improving the strength, the content of bentonite can be reduced, and the cost can be reduced.
【0020】更に、繊維状補強材が高引っ張り力作用部
位に集中して混入されて構成されていることにより、よ
り一層コストを低減できる。Further, since the fibrous reinforcing material is intensively mixed into the high tensile force acting portion, the cost can be further reduced.
【図1】本発明に係る廃棄物埋設用遮水緩衝材の外観斜
視図である。FIG. 1 is an external perspective view of a water impermeable buffer material for burying waste according to the present invention.
【図2】遮水緩衝材の使用態様である廃棄物収容容器の
埋設状態を示す断面図である。FIG. 2 is a cross-sectional view showing an embedded state of a waste storage container, which is a usage mode of a water-impeding buffer material.
【図3】遮水緩衝材の製造工程を示す図である。FIG. 3 is a view showing a manufacturing process of a water-impervious cushioning material.
【図4】遮水緩衝材の成形工程を示す図である。FIG. 4 is a view showing a step of forming a water-impervious buffer material.
【図5】遮水緩衝材の異なる構成例の断面図である。FIG. 5 is a cross-sectional view of a different configuration example of a water-impervious cushioning material.
1 岩盤 2 埋設穴 3 廃棄物収容容器 10 遮水緩衝材(廃棄物埋設用遮水緩衝材) 11 本体(廃棄物埋設用遮水緩衝材) 11′ 本体(廃棄物埋設用遮水緩衝材) 11A 底部角部(高引っ張り力作用部位) 12 蓋(廃棄物埋設用遮水緩衝材) DESCRIPTION OF REFERENCE NUMERALS 1 rock 2 burial hole 3 waste container 10 water barrier material (water barrier material for waste burial) 11 body (water barrier material for waste burial) 11 'body (water barrier material for burial waste) 11A Bottom corner (high tensile force action area) 12 Lid (impervious buffer for burying waste)
Claims (3)
容した容器を挿置して埋設する際に、前記埋設穴の内面
と前記容器の外面との間に介装されるものであって、 骨材と繊維状補強材とベントナイトの混合物が圧縮成形
によって予め所定形状に成形され構成されていることを
特徴とする廃棄物埋設用遮水緩衝材。When a container containing waste is inserted and buried in a burial hole formed in a bedrock, the container is interposed between an inner surface of the burial hole and an outer surface of the container. A water impermeable buffer material for burying waste, wherein a mixture of aggregate, fibrous reinforcing material and bentonite is formed into a predetermined shape by compression molding in advance.
部位に集中して混入されて構成されていることを特徴と
する請求項1に記載の廃棄物埋設用遮水緩衝材。2. The impermeable cushioning material for burying waste materials according to claim 1, wherein the fibrous reinforcing material is configured to be concentrated and mixed in a portion where high tensile force acts.
とを特徴とする請求項1又は2に記載の廃棄物埋設用遮
水緩衝材。3. The impermeable buffer material for burying waste materials according to claim 1, wherein the fibrous reinforcing material is glass fiber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9117503A JPH10290968A (en) | 1997-04-21 | 1997-04-21 | Water barrier material for burying waste |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9117503A JPH10290968A (en) | 1997-04-21 | 1997-04-21 | Water barrier material for burying waste |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH10290968A true JPH10290968A (en) | 1998-11-04 |
Family
ID=14713368
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9117503A Pending JPH10290968A (en) | 1997-04-21 | 1997-04-21 | Water barrier material for burying waste |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH10290968A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2003040523A1 (en) * | 2001-11-09 | 2003-05-15 | Kajima Corporation | Method of constructing underground gallery by using pneumatic transfer system, and stratum disposal method |
-
1997
- 1997-04-21 JP JP9117503A patent/JPH10290968A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2003040523A1 (en) * | 2001-11-09 | 2003-05-15 | Kajima Corporation | Method of constructing underground gallery by using pneumatic transfer system, and stratum disposal method |
| US7063657B2 (en) | 2001-11-09 | 2006-06-20 | Kajima Corporation | Method of constructing underground gallery by using pneumatic transfer system and stratum disposal method |
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