JPH0812279B2 - Storage and disposal method for industrial waste such as radioactive substances - Google Patents

Storage and disposal method for industrial waste such as radioactive substances

Info

Publication number
JPH0812279B2
JPH0812279B2 JP61274965A JP27496586A JPH0812279B2 JP H0812279 B2 JPH0812279 B2 JP H0812279B2 JP 61274965 A JP61274965 A JP 61274965A JP 27496586 A JP27496586 A JP 27496586A JP H0812279 B2 JPH0812279 B2 JP H0812279B2
Authority
JP
Japan
Prior art keywords
storage
artificial barrier
groundwater
substances
outside
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.)
Expired - Fee Related
Application number
JP61274965A
Other languages
Japanese (ja)
Other versions
JPS63128298A (en
Inventor
靖 神崎
和男 山田
弘義 田川
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.)
Takenaka Civil Engineering and Construction Co Ltd
Original Assignee
Takenaka Civil Engineering and Construction Co Ltd
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 Takenaka Civil Engineering and Construction Co Ltd filed Critical Takenaka Civil Engineering and Construction Co Ltd
Priority to JP61274965A priority Critical patent/JPH0812279B2/en
Publication of JPS63128298A publication Critical patent/JPS63128298A/en
Publication of JPH0812279B2 publication Critical patent/JPH0812279B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 「産業上の利用分野」 本発明は、放射性物質その他の各種有害性産業廃棄物
の処分或いは隔離を目的とした貯蔵容器及びこの容器と
収納する貯蔵ピット(以下、これらを貯蔵・処分施設と
称する。)における完全な貯蔵・処分方法に関する。
DETAILED DESCRIPTION OF THE INVENTION “Industrial field of application” The present invention relates to a storage container for the purpose of disposing or isolating radioactive substances and various other harmful industrial wastes, and a storage pit (hereinafter, referred to as “storage pit” for storing the same). Is referred to as a storage / disposal facility.).

「従来の技術と発明が解決しようとする課題」 現在、産業廃棄物は、廃棄物として生成された状態の
まま、或いは、ある程度処理された状態のものを、その
ままの形で、又は、容器等に収納して地中に処分されて
いる。
"Problems to be solved by conventional techniques and inventions" At present, industrial waste is in the state of being produced as waste, or in a state of being treated to some extent, in its original form, or in containers, etc. It is stored in and disposed of in the ground.

この地中処分においては、そのほとんどが掘削地盤へ
埋める程度であり、廃棄物が地中にて漏出・拡散するこ
とに対しては、ほとんど有効な対策が講じられておら
ず、有害物質の漏出による居住環境の汚染が大きな社会
問題となっている。
In this underground disposal, most of them are buried in the excavated ground, and almost no effective measures have been taken against leakage and diffusion of waste in the ground, and leakage of harmful substances Contamination of the living environment due to is a major social problem.

例外として、地中処分のエリア外周に鋼矢板を打設し
たり、不透水性膜材を埋設して、人工バリアを築造し、
有害物質の漏出防止を図っていることもあるが、この鋼
矢板工法の場合には、鋼矢板間の接続箇所が間隙を有す
るジョイント構造となっていることや鋼矢板の地中への
打設中に鋼矢板相互のジョイント部の噛み合わせが外れ
ることもしばしば発生するなどから、当該工法での止水
性に完全を期することは不可能であり、また、不透水性
膜材を用いた場合には、部分的に破損する可能性があ
り、これとても同様である。更に、いずれの場合にも、
漏出が発生してもその箇所の判別、状況の把握等はほと
んど不可能であるという現状である。
As an exception, steel sheet piles are placed around the area for underground disposal, or impermeable membrane materials are embedded to build an artificial barrier,
Although we sometimes try to prevent the leakage of harmful substances, in the case of this steel sheet pile construction method, the joint structure with a gap between the steel sheet piles has a joint structure and the steel sheet pile is driven into the ground. Since it is often the case that the joints of steel sheet piles are disengaged from each other, it is not possible to achieve perfect water-stopping in this construction method, and when impermeable membrane materials are used. It can be partially damaged, which is very similar. Furthermore, in any case,
Even if a leak occurs, it is almost impossible to identify the location and grasp the situation.

ところで、諸外国で採用されている放射性物質の貯蔵
・処分の方法は、コンクリートピットなど人工的な貯蔵
・処分施設と自然のバリアとしての地盤を組み合わせた
方法であり、我が国でも当該方法が提案・検討されてい
る(特開昭61−159200号公報、特開昭60−147700号公
報)。
By the way, the storage / disposal method of radioactive materials adopted in other countries is a method that combines artificial storage / disposal facilities such as concrete pits and the ground as a natural barrier, and this method is also proposed in Japan. It is being studied (JP-A 61-159200 and JP-A 60-147700).

しかし、この方法においても、人工的貯蔵・処分施設
からの万一の放射性物質の漏出に対し、その状況を的確
に把握することは不可能である。特に、コンクリートピ
ットのひび割れ発生や施工継目の存在などによって、完
全な水密性コンクリート構造物を築造することは不可能
であり、コンクリートピットの周囲を直に漏洩拡大防止
板で取り巻いてみても結局は大差はない。
However, even with this method, it is not possible to accurately grasp the situation regarding the leakage of radioactive materials from an artificial storage / disposal facility. In particular, it is impossible to build a completely watertight concrete structure due to the occurrence of cracks in the concrete pit and the presence of construction joints, and even if the area around the concrete pit is directly surrounded by the leakage expansion prevention plate, it will eventually There is no big difference.

したがって、現在の貯蔵・処分方法では、止水性及び
万一の漏出に対する検知について、上述の問題が存在す
ることから、単なる漏出対策が講じられたとしても、そ
の信頼性は低く、また、その確認も困難である。
Therefore, the current storage / disposal methods have the above-mentioned problems with regard to water stoppage and detection of an unexpected leak, so even if a simple measure against leak is taken, its reliability is low and its confirmation. Is also difficult.

そこで、本発明は、斯る問題点を解決しようとするも
のである。
Therefore, the present invention is intended to solve such a problem.

「課題を解決するための手段」 蒸気目的達成のため、本発明は、放射性物質その他の
各種有害性産業廃棄物の貯蔵・処分施設を埋設した周辺
地盤中に、該貯蔵・処分施設から所定間隔を隔てて不透
水性の止水膜やこの膜材を組み込んだ止水壁を築造して
二次的な人工バリアを形成し、この人工バリアの内側と
外側にそれぞれ地下水位の計測、貯蔵・処分物質の漏出
の検出及び漏出した物質の移送・拡散の媒体となる地下
水の採取や排出が可能な機能を具備したモニタリング設
備を設け、また、これらのモニタリング設備によって人
工バリア内の地下水位を人工バリア外の地下水位よりも
低水位に維持することを特徴とする。
"Means for Solving the Problem" In order to achieve the purpose of steam, the present invention provides a predetermined interval from the storage / disposal facility in the surrounding ground where the storage / disposal facility for radioactive substances and other various hazardous industrial wastes is buried. A water impermeable water impermeable membrane and a water impermeable wall incorporating this membrane material are constructed to form a secondary artificial barrier, and the groundwater level is measured and stored inside and outside this artificial barrier, respectively. We have installed a monitoring facility that has the function of detecting leakage of disposed substances and collecting and discharging groundwater that serves as a medium for transferring and diffusing the leaked substances.These monitoring facilities also help to control the groundwater level in the artificial barrier. It is characterized by maintaining a lower water level than the groundwater level outside the barrier.

「作用」 如上の構成であるから、その人工バリアの内側と外側
でそれぞれモニタリング設備を働かせて、地下水をサン
プリングして貯蔵・処分物質の漏出を監視するととも
に、人工バリア内の地下水位を人工バリア外の地下水位
よりも低水位に維持することで人工バリアの内側から外
側へ向かう地下水流をなくして、人工バリア外への有害
物質の漏出・拡散を防止する。
Due to the above-mentioned structure, monitoring equipment is operated inside and outside the artificial barrier to monitor the leakage of stored / disposed substances by sampling the groundwater, and the groundwater level inside the artificial barrier is controlled. By maintaining a lower water level than the outside groundwater level, the groundwater flow from the inside of the artificial barrier to the outside is eliminated, and the leakage and diffusion of harmful substances outside the artificial barrier is prevented.

「実施例」 その1. 第1図は、止水ライナータイプの実施例を示してい
る。
“Example” Part 1. FIG. 1 shows an example of a water-stop liner type.

図において、1は、埋設したコンクリート製の貯蔵ピ
ット、2は、該貯蔵ピットの周辺の埋戻し土、3は、貯
蔵ピット及び周辺の埋戻し土を包み込み、地下水・雨水
の移動を防ぐ二次的人工バリアAを構成する高分子材料
シートなどから成る止水膜である。
In the figure, 1 is a buried storage pit made of concrete, 2 is backfill soil around the storage pit, and 3 is a secondary wrap around the storage pit and the backfill soil around the storage pit to prevent movement of groundwater and rainwater. The water blocking film is made of a polymer material sheet or the like that constitutes the artificial artificial barrier A.

4は、貯蔵ピットの保護と降雨等の流入防止及び放射
線の遮蔽をなす盛土、5は、表面水の排除のために盛土
4の両脇に設けた排水溝である。
Reference numeral 4 is a bank that protects the storage pit, prevents inflow of rainfall and the like, and shields radiation, and 5 is a drainage groove provided on both sides of the bank 4 for removing surface water.

6は、人工バリアAの内側と外側において、それぞれ
地下水位の計測、放射性物質など貯蔵・処分物質からの
有害物質の漏洩の検知のためサンプリングとその検出、
並びに、地下水の揚水排出を行い、かつ、人工バリアA
内の地下水位を人工バリアA外の地下水よりも低水位に
維持して人工バリアAの内側から外側へ向かう地下水流
をなくし、人工バリアA外への有害物質の漏出・拡散を
防止するモニタリング施設である。
6 is sampling and detection for measuring the groundwater level inside and outside the artificial barrier A, and detecting leakage of harmful substances from storage / disposal substances such as radioactive substances,
In addition, the groundwater is pumped and discharged, and the artificial barrier A
Monitoring facility to prevent the leakage and diffusion of harmful substances to the outside of the artificial barrier A by keeping the internal water level inside the artificial barrier A lower than that outside the artificial barrier A and eliminating the groundwater flow from the inside of the artificial barrier A to the outside. Is.

而して、この場合の施工手順は、次の通りである。 The construction procedure in this case is as follows.

止水膜・貯蔵ピット築造部分の掘削 止水膜3の布設 貯蔵ピット1の築造 モニタリング施設6の設置 埋戻し 盛土4の築造 排水溝5の設置 この場合の特長は、貯蔵ピット1と周辺埋戻し土を、
完全に止水膜によって包み込んでしまうところにあり、
地盤条件によらず成立する。
Excavation of water-stop film / storage pit construction part Installation of water-stop film 3 Construction of storage pit 1 Installation of monitoring facility 6 Backfilling Construction of embankment 4 Installation of drainage groove 5 The feature in this case is storage pit 1 and surrounding backfilling Soil
It is in a place where it is completely covered by a waterproof membrane,
Applies regardless of ground conditions.

この場合、埋戻し土の力学特性や化学特性を調節する
ことにより、産業廃棄物や放射性物質の漏洩・拡散を確
実に防ぐことができる。
In this case, by adjusting the mechanical properties and chemical properties of the backfilled soil, it is possible to reliably prevent the leakage and diffusion of industrial waste and radioactive substances.

その2. 第2図は、止水壁タイプの実施例を示している。Part 2. Fig. 2 shows an example of a water blocking wall type.

図において、1は、埋設したコンクリート製の貯蔵ピ
ット、7は、該貯蔵ピットの周辺において、泥水工法に
よって溝(トレンチ)を掘削し、高分子材料シートなど
から成る止水膜を設置して、地下水の移動を防ぐ二次的
な人工バリアAを構成した止水壁である。
In the figure, 1 is a buried concrete storage pit, 7 is a trench in the periphery of the storage pit by a mud construction method, and a water blocking film made of a polymer material sheet or the like is installed, It is a water blocking wall that constitutes a secondary artificial barrier A that prevents the movement of groundwater.

8は、降雨等の浸透によって貯蔵エリア内の地下水位
が上昇するのを防ぐ上部止水膜である。
Reference numeral 8 is an upper water stop film that prevents the groundwater level in the storage area from rising due to permeation of rainfall or the like.

4は、盛土、5は、排水路、6は、モリタリング施設
であり、これらは前例と同様につき、前例をもって説明
を省略する。
Reference numeral 4 is the embankment, 5 is a drainage channel, and 6 is a moratoring facility. These are the same as in the previous example, and a description thereof will be omitted.

9は、下部の不透水層である。 9 is a lower impermeable layer.

而して、この場合の施工手順は、次の通りである。 The construction procedure in this case is as follows.

地盤調査(不透水層の位置及び広がり) 止水壁7の施工、すなわち、止水壁築造部分の掘削
(泥水工法)、止水膜の設置、掘削残土或いは搬入材に
よる埋戻し 貯蔵ピット築造部の掘削及び貯蔵ピット1築造 モニタリング施設6の設置 盛土4の築造 排水路5の設置 この場合の特長は、第3図の如く不透水層が比較的浅
い深度に存在する場合には、貯蔵ピット1と周辺土を、
下部の不透水層9と止水壁7と上部止水膜8によって囲
んでしまうことになる。この場合、特に、経済的に広域
にわたる人工バリアAが築造できる。
Ground investigation (position and spread of impermeable layer) Construction of water blocking wall 7, namely, excavation of water blocking wall construction part (mud construction method), installation of water blocking film, backfilling with excavated soil or imported material Storage pit construction part Excavation and storage pit 1 Construction of monitoring facility 6 Construction of embankment 4 Construction of drainage channel 5 The feature of this case is that when the impermeable layer exists at a relatively shallow depth as shown in FIG. And the surrounding soil,
It will be surrounded by the lower impermeable layer 9, the water blocking wall 7, and the upper water blocking film 8. In this case, in particular, the artificial barrier A over a wide area can be constructed economically.

また、不透水層が深い位置にある場合には、止水壁7
は不透水層まで根入れせずに、第4図に示すように、モ
ニタリング施設6による地下水の揚水排出によって地下
水の水位の低下を図り、エリア外の方向に向かう地下水
の流れを生じないようにし、エリア外への有害物質の漏
出・拡散を防ぐ。
In addition, when the impermeable layer is at a deep position, the water blocking wall 7
Does not penetrate into the impermeable layer, and as shown in Fig. 4, the groundwater level is lowered by the pumping discharge of groundwater by the monitoring facility 6 to prevent the flow of groundwater toward the direction outside the area. , Prevent the leakage and diffusion of harmful substances outside the area.

「発明の効果」 本発明によれば、埋設した貯蔵・処分施設の周辺地盤
中に、該貯蔵・処分施設から所定間隔を隔てて形成した
不透水性の止水膜やこの膜材を組み込んだ止水壁による
二次的な人工バリアの内側と外側に、それぞれ地下水位
の計測、貯蔵・処分物質の漏出の検出及び漏出した物質
の移送・拡散の媒体となる地下水の採取や排出が可能な
機能を具備したモニタリング設備を設け、かつ、これら
のモニタリング設備によって人工バリア内の地下水位を
人工バリア外の地下水位よりも低水位に維持しているの
で、この低水位の維持により人工バリアの内側から外側
へ向かう地下水流を無くすことができて、人工バリア外
への有害物質の漏出・拡散を防止することができ、した
がって、その人工バリアに少々の破損や継目の剥離等の
不具合が生じても有害物質の移送・拡散の媒体となる人
工バリア内の地下水が人工バリア外へ流出することはな
く、有害物質の漏出を有効に排除できる。
[Effect of the Invention] According to the present invention, an impermeable water-stop membrane formed at a predetermined interval from the storage / disposal facility or this membrane material is incorporated in the ground around the buried storage / disposal facility. It is possible to measure the groundwater level inside and outside of the secondary artificial barrier by the water blocking wall, detect leakage of stored / disposed substances, and collect and discharge groundwater as a medium for transferring / diffusing the leaked substances. Since the monitoring equipment equipped with the function is installed and the groundwater level inside the artificial barrier is kept lower than the groundwater level outside the artificial barrier by these monitoring equipment, the inside of the artificial barrier is maintained by maintaining this low water level. The groundwater flow from the outside to the outside can be eliminated, and the leakage and diffusion of harmful substances to the outside of the artificial barrier can be prevented. Therefore, the artificial barrier has some defects such as breakage and peeling of seams. Even if a problem occurs, groundwater in the artificial barrier, which serves as a medium for transporting and diffusing harmful substances, does not flow out of the artificial barrier, and leakage of harmful substances can be effectively eliminated.

また、万一の漏出にも、モニタリング設備によりその
状況を的確に把握できて、適切な処置を講じることがで
き、したがって、安全な貯蔵が行え、居住環境の汚染を
十分に回避できる。
Moreover, even in the event of a leak, the situation can be accurately grasped by the monitoring equipment and appropriate measures can be taken, so that safe storage can be performed and contamination of the living environment can be sufficiently avoided.

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

図面は、本発明の実施例で、第1図は、一例の断面図、
第2図は、他の例の断面図、第3図、第4図は、それぞ
れ説明図である。 1……貯蔵ピット、2……埋戻し土 3……止水膜、4……盛土 5……排水路、6……モニタリング施設 7……止水壁、8……上部止水膜 9……不透水層、A……人工エリア
1 is a sectional view of an example, FIG.
FIG. 2 is a sectional view of another example, and FIGS. 3 and 4 are explanatory views. 1 ... storage pit, 2 ... backfill soil, 3 waterproof membrane, 4 embankment, 5 drainage, 6 monitoring facility, 7 waterproof wall, 8 upper waterproof membrane, 9 … Impermeable layer, A …… Artificial area

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】放射性物質その他の各種有害性産業廃棄物
の貯蔵・処分施設を埋設した周辺地盤中に、該貯蔵・処
分施設から所定間隔を隔てて不透水性の止水膜やこの膜
材を組み込んだ止水壁を築造して二次的な人工バリアを
形成し、この人工バリアの内側と外側にそれぞれ地下水
位の計測、貯蔵・処分物質の漏出の検出及び漏出した物
質の移送・拡散の媒体となる地下水の採取や排出が可能
な機能を具備したモニタリング設備を設け、また、これ
らのモニタリング設備によって人工バリア内の地下水位
を人工バリア外の地下水位よりも低水位に維持すること
を特徴とする放射性物質等産業廃棄物の貯蔵・処分方
法。
1. A water impermeable water impermeable membrane or a membrane material of this type, which is impermeable to the surrounding ground where a storage / disposal facility for radioactive substances and various other harmful industrial wastes is buried, at a predetermined interval from the storage / disposal facility. Built a water blocking wall to build a secondary artificial barrier, measure the groundwater level inside and outside of this artificial barrier, detect the leakage of stored / disposed substances, and transfer / diffuse the leaked substances. It is necessary to install monitoring equipment equipped with the function of collecting and discharging groundwater, which serves as a medium for maintenance, and to maintain the groundwater level inside the artificial barrier at a lower level than the groundwater level outside the artificial barrier. A method for storing and disposing of characteristic industrial waste such as radioactive substances.
JP61274965A 1986-11-18 1986-11-18 Storage and disposal method for industrial waste such as radioactive substances Expired - Fee Related JPH0812279B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61274965A JPH0812279B2 (en) 1986-11-18 1986-11-18 Storage and disposal method for industrial waste such as radioactive substances

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61274965A JPH0812279B2 (en) 1986-11-18 1986-11-18 Storage and disposal method for industrial waste such as radioactive substances

Publications (2)

Publication Number Publication Date
JPS63128298A JPS63128298A (en) 1988-05-31
JPH0812279B2 true JPH0812279B2 (en) 1996-02-07

Family

ID=17549037

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61274965A Expired - Fee Related JPH0812279B2 (en) 1986-11-18 1986-11-18 Storage and disposal method for industrial waste such as radioactive substances

Country Status (1)

Country Link
JP (1) JPH0812279B2 (en)

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JP6041134B2 (en) * 2012-08-06 2016-12-07 清水建設株式会社 Radioactive waste storage facility, structure having waste unit, and radioactive waste storage method
JP6024967B2 (en) * 2012-12-04 2016-11-16 清水建設株式会社 Radioactive waste storage facility, waste unit or structure having waste objects, and radioactive waste storage method
JP5253679B1 (en) * 2013-02-25 2013-07-31 株式会社竹中工務店 Storage structure for perishable waste
JP2015021327A (en) * 2013-07-22 2015-02-02 誠一 成島 Water-shielding method of radioactively contaminated area and impervious wall of radioactively contaminated area

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JPS60147700A (en) * 1984-01-13 1985-08-03 株式会社日立製作所 Sump of integral structure with leakage detector
JPS61159200A (en) * 1984-12-29 1986-07-18 株式会社竹中工務店 Radioactive waste storage facility and execution method thereof

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KR101291227B1 (en) * 2012-05-29 2013-08-07 한국건설기술연구원 Inspectation device for concrete of nuclear waste dump

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