JP6405611B2 - Radioactive waste disposal facility and its construction method - Google Patents

Radioactive waste disposal facility and its construction method Download PDF

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JP6405611B2
JP6405611B2 JP2013206969A JP2013206969A JP6405611B2 JP 6405611 B2 JP6405611 B2 JP 6405611B2 JP 2013206969 A JP2013206969 A JP 2013206969A JP 2013206969 A JP2013206969 A JP 2013206969A JP 6405611 B2 JP6405611 B2 JP 6405611B2
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JP2015072154A (en
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拓雄 森
拓雄 森
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Obayashi Corp
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本発明は、原子力発電等で生じた放射性廃棄物を地層処分する放射性廃棄物処分施設及びその施工方法に関する。   The present invention relates to a radioactive waste disposal facility that geologically disposes radioactive waste generated by nuclear power generation and the like, and a construction method thereof.

原子力発電等で生じた廃棄物や、原子力発電で生じた使用済み核燃料を再処理する際に発生する廃液等は、深い安定した地層中に埋設処分する計画になっている。放射性廃棄物の地層中への埋設は、放射性廃棄物をガラス原料と共に溶かし込みガラス固化体として安定化処理し、さらにこのガラス固化体を密閉容器(オーバーパック)内に密閉収納した廃棄体として行われる。そして、廃棄体の周りには、ベントナイトあるいはベントナイト混合土で人工バリア(緩衝材)を構築し、この人工バリアと天然バリア(岩盤)とで放射性物質を封じ込める(例えば、特許文献1参照)。   Waste generated by nuclear power generation, waste liquid generated when reprocessing spent nuclear fuel generated by nuclear power generation, etc. are planned to be buried in a deep and stable formation. The radioactive waste is buried in the geological formation as a waste body in which radioactive waste is melted together with glass raw materials and stabilized as a glass solidified body, and this glass solidified body is hermetically stored in a closed container (overpack). Is called. Then, around the waste body, an artificial barrier (buffer material) is constructed with bentonite or bentonite mixed soil, and radioactive material is contained between the artificial barrier and the natural barrier (rock) (for example, see Patent Document 1).

人工バリア(緩衝材)の構築には、以下に示すいくつかの方式が提案されている。
1.ブロック方式
廃棄体を処分坑道に定置した後、圧縮成型したベントナイトブロック人工バリア(緩衝材)として廃棄体の周りに輸送して定置する。
2.プレアセンブル方式
人工バリア(緩衝材)と廃棄体とを全て地上でパッケージ化して地下に輸送し、定置する。
3.原位置締め固め方式
廃棄体を処分坑道に定置した後、粉体のベントナイトを人工バリア(緩衝材)として廃棄体の周りに充填し、原位置で締め固める。
4.ペレット充填方式
廃棄体を処分坑道に定置した後、粒状(ペレット)ベントナイトを人工バリア(緩衝材)として廃棄体の周りに充填する。
Several methods shown below have been proposed for the construction of an artificial barrier (buffer material).
1. Block method After placing the waste in the disposal tunnel, it is transported around the waste as a compression-molded bentonite block artificial barrier (buffer material).
2. Pre-assembled method All artificial barriers (buffer materials) and waste are packaged on the ground, transported underground, and placed.
3. In-situ compaction method After placing the waste in the disposal tunnel, powder bentonite is filled around the waste as an artificial barrier (buffer material) and compacted in-situ.
4). Pellet filling method After placing the waste body in the disposal tunnel, it is filled around the waste body as an artificial barrier (buffer material) with granular (pellet) bentonite.

特開平07−294698号公報Japanese Patent Application Laid-Open No. 07-294698

しかしながら、従来技術において、ブロック方式、原位置締め固め方式及びペレット充填方式では、廃棄体を処分坑道に定置した後に人工バリア(緩衝材)を構築する必要があるため、放射線のために人が近づけず、遠隔操作で人工バリア(緩衝材)を構築しなければならず、高度で且つ信頼性の高い機械技術が必要であった。
また、ブロック方式及びプレアセンブル方式では、廃棄体を定置する処分坑道の壁面、すなわち天然バリア(岩盤)と人工バリア(緩衝材)との間に隙間が発生し、この隙間がバリアとしての弱点となってしまう。さらに、原位置締め固め方式は、施工時に廃棄体を痛める危険があり、ペレット充填方式は、遮断に必要な十分な密度が得られない虞がある。
また、従来技術では、処分坑道には、隣接する坑道や処分坑道自体を用いて廃棄体を定置しているため、処分坑道と共に、隣接する坑道も埋め戻されるのが一般的であり、一旦定置した廃棄体を再び取り出すことは困難であった。
However, in the prior art, in the block method, the in-situ compaction method, and the pellet filling method, it is necessary to construct an artificial barrier (buffer material) after placing the waste body in the disposal tunnel, so that people approach because of radiation. First, an artificial barrier (cushioning material) must be constructed by remote control, and advanced and reliable mechanical technology is required.
Moreover, in the block method and the pre-assembly method, a gap is generated between the wall of the disposal mine where the waste is placed, that is, a natural barrier (rock) and an artificial barrier (buffer material), and this gap is a weak point as a barrier. turn into. Furthermore, the in-situ compaction method has a risk of damaging the waste during construction, and the pellet filling method may not have a sufficient density necessary for blocking.
In the prior art, since the waste is placed in the disposal tunnel using the adjacent tunnel or the disposal tunnel itself, the adjacent tunnel is generally backfilled together with the disposal tunnel. It was difficult to take out the discarded waste again.

本発明は、このような状況に鑑みてなされたものであり、上述の課題を解消し、処分坑道への廃棄体の定置前に、有人で処分坑道内に人工バリア(緩衝材)の構築作業を行うことができると共に、廃棄体の再度の取り出しを容易に行うことができる放射性廃棄物処分施設及びその施工方法を提供することにある。   This invention is made | formed in view of such a situation, eliminates the above-mentioned subject, and constructs an artificial barrier (buffer material) in a disposal tunnel by manned before placing a waste body in a disposal tunnel. It is another object of the present invention to provide a radioactive waste disposal facility and a construction method for the same, which can easily take out the waste again.

本発明の放射性廃棄物処分施設は、放射性廃棄物を廃棄体として地層に処分する放射性廃棄物処分施設であって、前記地層内に構築され、所定の間隔をおいて定置された複数の前記廃棄体の周辺に緩衝材による人工バリアが構築されている処分坑道と、該処分坑道と所定の間隔おいて前記地層内に構築された作業坑道と、前記作業坑道と前記処分坑道における複数の前記廃棄体のそれぞれの定置位置とをそれぞれ接続して前記地層内に所定の間隔をおいて複数構築され、前記作業坑道から前記処分坑道への前記廃棄体の定置に用いられた後、埋め戻し材によって埋め戻された廃棄体定置孔とを具備することを特徴とする。
また、本発明の放射性廃棄物処分施設は、放射性廃棄物を廃棄体として地層に処分する放射性廃棄物処分施設であって、前記地層内に構築され、定置された前記廃棄体の周辺に緩衝材による人工バリアが構築されている処分坑道と、該処分坑道と所定の間隔おいて前記地層内に構築された作業坑道と、前記作業坑道と前記処分坑道とを接続して前記地層内に構築され、前記作業坑道から前記処分坑道への前記廃棄体の定置に用いられた後、埋め戻し材によって埋め戻された廃棄体定置孔とを具備し、前記処分坑道と、前記作業坑道とは、平行に構築されていることを特徴とする。
また、本発明の放射性廃棄物処分施設は、放射性廃棄物を廃棄体として地層に処分する放射性廃棄物処分施設であって、前記地層内に構築され、定置された前記廃棄体の周辺に緩衝材による人工バリアが構築されている処分坑道と、該処分坑道と所定の間隔おいて前記地層内に構築された作業坑道と、前記作業坑道と前記処分坑道とを接続して前記地層内に構築され、前記作業坑道から前記処分坑道への前記廃棄体の定置に用いられた後、埋め戻し材によって埋め戻された廃棄体定置孔とを具備し、前記廃棄体定置孔は、断面が前記処分坑道の断面積よりも小さく構築されていることを特徴とする。
また、本発明の放射性廃棄物処分施設の施工方法は、放射性廃棄物を廃棄体として地層に処分する放射性廃棄物処分施設の施工方法であって、前記廃棄体を定置するための処分坑道と当該処分坑道への前記廃棄体の定置作業を行うための作業坑道とを前記地層内に所定の間隔をおいて構築する坑道構築工程と、前記廃棄体の定置前に前記処分坑道内に緩衝材を充填して人工バリアを構築する人工バリア構築工程と、前記作業坑道と前記処分坑道とを接続する廃棄体定置孔を構築する廃棄体定置孔構築工程と、前記人工バリアが構築された前記処分坑道に前記廃棄体定置孔を通して前記作業坑道から前記廃棄体を定置する廃棄体定置工程と、前記廃棄体の前記処分坑道への定置後に前記廃棄体定置孔を埋め戻し材で埋め戻す閉塞工程とを有することを特徴とする。
さらに、本発明の放射性廃棄物処分施設の施工方法は、前記人工バリア構築工程では、前記廃棄体と同形状のダミー体を埋め込んで緩衝材を充填しても良い。
The radioactive waste disposal facility of the present invention is a radioactive waste disposal facility that disposes radioactive waste as a waste body in a geological formation, and is constructed within the geological formation and disposed of a plurality of the disposals disposed at predetermined intervals. a disposal tunnel artificial barrier by cushioning material around the body is constructed, a working tunnel built in said formation keep formulation fraction mine at a predetermined distance, a plurality of the waste in the disposal tunnel and the working tunnel A plurality of construction positions are connected to each other in the formation with a predetermined interval, and used to place the waste body from the working tunnel to the disposal tunnel. It is characterized by having a waste body fixing hole backfilled.
Further, the radioactive waste disposal facility of the present invention is a radioactive waste disposal facility that disposes radioactive waste as a waste material in a geological formation, and is a buffer material around the waste material that is constructed and placed in the geological formation. Constructed in the formation by connecting the working tunnel and the disposal tunnel, the disposal tunnel in which the artificial barrier is constructed, the working tunnel constructed in the formation at a predetermined interval from the disposal tunnel, A waste body placement hole that is used to place the waste body from the working tunnel to the disposal tunnel and then backfilled with a backfill material, and the disposal tunnel and the working tunnel are parallel to each other It is built in.
Further, the radioactive waste disposal facility of the present invention is a radioactive waste disposal facility that disposes radioactive waste as a waste material in a geological formation, and is a buffer material around the waste material that is constructed and placed in the geological formation. Constructed in the formation by connecting the working tunnel and the disposal tunnel, the disposal tunnel in which the artificial barrier is constructed, the working tunnel constructed in the formation at a predetermined interval from the disposal tunnel, And a waste body placement hole that is used to place the waste body from the working tunnel to the disposal tunnel and then backfilled with a backfill material, the waste body placement hole having a section in the disposal tunnel It is characterized by being constructed smaller than the cross-sectional area.
Moreover, the construction method of the radioactive waste disposal facility of the present invention is a construction method of a radioactive waste disposal facility that disposes radioactive waste as a waste body in the geological formation, and a disposal tunnel for placing the waste body and the said waste tunnel A tunnel construction step of constructing a working tunnel for placing the waste body in the disposal tunnel at a predetermined interval in the formation, and a buffer material in the disposal tunnel before placing the waste body Artificial barrier construction step for filling and constructing an artificial barrier, waste body placement hole construction step for constructing a waste body placement hole for connecting the working tunnel and the disposal tunnel, and the disposal tunnel in which the artificial barrier is constructed A waste body placing step for placing the waste body from the working tunnel through the waste body placing hole, and a closing step for filling the waste body placing hole with a backfill material after the waste body is placed in the disposal tunnel. Have And wherein the door.
Furthermore, in the construction method of the radioactive waste disposal facility of the present invention, in the artificial barrier construction step, a dummy body having the same shape as the waste body may be embedded and filled with a buffer material.

本発明によれば、処分坑道内の人工バリアの構築を廃棄体の定置前に行うことができるため、充填する緩衝材と地層との隙間の手当てを、有人が近傍で行うことができ、確実な人工バリアを構築することができると共に、廃棄体の再度の取り出しを容易に行うことができるという効果を奏する。   According to the present invention, since an artificial barrier in the disposal mine can be constructed before the waste body is placed, manned can be handled in the vicinity of the gap between the buffer material to be filled and the formation. It is possible to construct a simple artificial barrier and to easily take out the waste again.

本発明に係る放射性廃棄物処分施設の実施形態の構成を示す斜視図及び断面図である。It is the perspective view and sectional drawing which show the structure of embodiment of the radioactive waste disposal facility which concerns on this invention. 図1に示す作業坑道に対する処分坑道の配置例を示す断面図である。It is sectional drawing which shows the example of arrangement | positioning of the disposal tunnel with respect to the working tunnel shown in FIG. 本発明に係る放射性廃棄物処分施設の施工方法の坑道構築工程を説明する説明図である。It is explanatory drawing explaining the tunnel construction process of the construction method of the radioactive waste disposal facility which concerns on this invention. 本発明に係る放射性廃棄物処分施設の施工方法の人工バリア構築工程及び廃棄体定置孔構築工程を説明する説明図である。It is explanatory drawing explaining the artificial barrier construction process and waste body stationary hole construction process of the construction method of the radioactive waste disposal facility which concerns on this invention. 本発明に係る放射性廃棄物処分施設の施工方法の廃棄体定置工程を説明する説明図である。It is explanatory drawing explaining the waste body placement process of the construction method of the radioactive waste disposal facility which concerns on this invention. 本発明に係る放射性廃棄物処分施設の他の実施形態の構成を示す斜視図及び断面図である。It is the perspective view and sectional drawing which show the structure of other embodiment of the radioactive waste disposal facility which concerns on this invention.

次に、本発明を実施するための形態(以下、単に「実施形態」という)を、図面を参照して具体的に説明する。   Next, modes for carrying out the present invention (hereinafter, simply referred to as “embodiments”) will be specifically described with reference to the drawings.

本実施形態の放射性廃棄物処分施設は、図1を参照すると、放射性物質を封じ込める天然バリアとして機能する安定した岩盤5中に構築され、放射性破棄物が廃棄体1として納められる処分坑道2と、処分坑道2に対して所定の間隔をおいて平行に構築された作業坑道3と、作業坑道3と処分坑道2とを接続する廃棄体定置孔4とを備えている。そして、処分坑道2内には、放射性物質を封じ込める人工バリアとして機能する緩衝材21が充填されていると共に、廃棄体定置孔4は、埋め戻し材41によって埋め戻されている。なお、図1(a)において、z軸が鉛直方向、xy平面が水平面である。また、図1(b)は、処分坑道2、作業坑道3及び廃棄体定置孔4をyz平面で切断した断面図である。   With reference to FIG. 1, the radioactive waste disposal facility of the present embodiment is constructed in a stable bedrock 5 functioning as a natural barrier for containing radioactive substances, and a disposal mine 2 in which radioactive waste is stored as waste 1, A work mine 3 constructed in parallel to the disposal mine 2 at a predetermined interval is provided, and a waste body fixing hole 4 for connecting the work mine 3 and the disposal mine 2 is provided. The disposal tunnel 2 is filled with a buffer material 21 that functions as an artificial barrier for containing radioactive substances, and the waste body placement hole 4 is backfilled with a backfill material 41. In FIG. 1A, the z axis is the vertical direction, and the xy plane is the horizontal plane. Moreover, FIG.1 (b) is sectional drawing which cut | disconnected the disposal mine 2, the work mine 3, and the waste body fixing hole 4 by yz plane.

処分坑道2は、x軸方向、すなわち水平に構築されている。処分坑道2には、複数の廃棄体1が所定の間隔をおいて定置され、処分坑道2内に充填されている緩衝材21(人工バリア)と、岩盤5(天然バリア)とで放射性物質を封じ込める構成になっている。なお、廃棄体1は、例えば、放射性廃棄物をガラス原料と共に溶かし込んだガラス固化体を、さらに円筒状の密閉容器(オーバーパック)内に密閉収納したものである。また、処分坑道2は、廃棄体定置孔4よりも大きく、且つ緩衝材21の充填によって構築される人工バリアが必要な透水係数が確保できる外径を有している。   The disposal mine shaft 2 is constructed in the x-axis direction, that is, horizontally. In the disposal tunnel 2, a plurality of waste bodies 1 are placed at predetermined intervals, and a radioactive material is placed between the buffer material 21 (artificial barrier) and the bedrock 5 (natural barrier) filled in the disposal tunnel 2. It is configured to contain. In addition, the waste body 1 is, for example, a glass solid body obtained by melting radioactive waste together with a glass raw material, and further sealed in a cylindrical sealed container (overpack). Further, the disposal tunnel 2 is larger than the waste body placement hole 4 and has an outer diameter that can secure a water permeability coefficient that requires an artificial barrier constructed by filling the buffer material 21.

作業坑道3は、x軸方向、すなわち水平に処分坑道2と平行して構築されている。作業坑道3は、廃棄体定置孔4の構築及び埋め戻し作業や、処分坑道2への廃棄体1の定置作業や処分坑道2からの廃棄体1の搬出作業を行うためのものであり、これらの作業に用いる各種作業機械の通行や設置が可能な大きさに構築されている。   The working tunnel 3 is constructed in parallel with the disposal tunnel 2 in the x-axis direction, that is, horizontally. The work tunnel 3 is for constructing and backfilling the waste body placement holes 4, placing the waste body 1 in the disposal tunnel 2, and carrying out the waste body 1 from the disposal tunnel 2. It is constructed in a size that allows various working machines used for the above work to pass through and be installed.

また、処分坑道2と作業坑道3とは、1対1である必要はなく、図2に示すように、1本の作業坑道3に対して複数本の処分坑道2、2a、2bを構築するようにしても良い。また、処分坑道2aのように、作業坑道3に対して鉛直方向(z軸方向)の異なる位置に構築するようにしても良い。   Further, the disposal mine 2 and the working mine 3 do not have to be one-to-one, and a plurality of disposal mines 2, 2a, 2b are constructed for one working mine 3 as shown in FIG. You may do it. Moreover, you may make it construct | assemble in the position where a perpendicular direction (z-axis direction) differs with respect to the working mine 3 like the disposal mine 2a.

廃棄体定置孔4はy軸方向、すなわち処分坑道2及び作業坑道3と直交する方向に所定の間隔をおいて複数構築されている。廃棄体定置孔4は、作業坑道3から処分坑道2に廃棄体1を定置する際に用いられる孔であり、処分坑道2における廃棄体の定置位置に対応してそれぞれ構築される。廃棄体定置孔4は、廃棄体1を作業坑道3から処分坑道2に定置した後は、埋め戻し材41によって埋め戻される。従って、廃棄体定置孔4の断面は、廃棄体1が通り抜け可能で有れば良く、構築及び埋め戻しの作業量を考慮すると、処分坑道2の断面積よりも小さく、できるだけ小さい断面積であることが好ましい。なお、本実施形態のように、処分坑道2と作業坑道3とが平行に構築されている場合には、処分坑道2と作業坑道3とを接続する廃棄体定置孔4は、全て同じ方向及び長さに構築すれば良く、専用の作業機械の製作も容易であり、作業効率を向上させることができる。   A plurality of waste body fixing holes 4 are constructed at predetermined intervals in the y-axis direction, that is, in a direction orthogonal to the disposal mine shaft 2 and the work mine shaft 3. The waste body positioning holes 4 are holes used when the waste body 1 is placed from the work tunnel 3 to the disposal tunnel 2, and are respectively constructed corresponding to the positioning positions of the waste bodies in the disposal tunnel 2. The waste body placement hole 4 is backfilled by the backfill material 41 after the waste body 1 is placed from the work tunnel 3 to the disposal tunnel 2. Therefore, the cross section of the waste body placement hole 4 is only required to allow the waste body 1 to pass through, and the cross section area of the disposal tunnel 2 is as small as possible in consideration of the construction and backfilling work amount. It is preferable. In addition, when the disposal mine 2 and the working mine 3 are constructed in parallel as in the present embodiment, the waste body placement holes 4 that connect the disposal mine 2 and the working mine 3 are all in the same direction and What is necessary is just to construct | assemble to length, manufacture of a dedicated working machine is also easy and can improve work efficiency.

緩衝材21及び埋め戻し材41としては、例えば、ベントナイトあるいはベントナイト混合土が用いることができる。ベントナイトは、透水係数が小さいこと等の理由により、緩衝材21及び埋め戻し材41として好適に使用することができる。また、緩衝材21及び埋め戻し材41として、ベントナイトを含む土質系材料を用いると、水と触れ合うと膨潤し、内圧が高まることで水の侵入を抑制する効果が期待される。   As the buffer material 21 and the backfill material 41, for example, bentonite or bentonite mixed soil can be used. Bentonite can be suitably used as the buffer material 21 and the backfill material 41 because of its low water permeability. Further, when a soil-based material containing bentonite is used as the buffer material 21 and the backfill material 41, an effect of suppressing water intrusion is expected by swelling when contacted with water and increasing internal pressure.

次に本実施形態の放射性廃棄物処分施設の施工方法について図3乃至図5を参照して詳細に説明する。
まず、図3に示すように、地層処分を行う安定した岩盤5を掘削することで、処分坑道2と作業坑道3とを平行に構築する坑道構築工程を実行する。この坑道構築工程は、廃棄体1の搬入前に行うことができるため、有人で行うことができる。なお、図1及び図3に示す例では、処分坑道2及び作業坑道3の断面が円形に構成されているが、処分坑道2及び作業坑道3の断面は馬蹄形や矩形等の他の形状に構成しても良い。また、処分坑道2及び作業坑道3は、水平方向に構築することで後工程の作業効率を向上させることができるが、処分坑道2及び作業坑道3を傾斜させて構築するようにしても良い。さらに、処分坑道2と作業坑道3とを平行に構築することで、後工程の作業効率を向上させることができるが、処分坑道2と作業坑道3とを必ずしも平行に構築しなくても、略平行であれば良い。
Next, the construction method of the radioactive waste disposal facility of this embodiment will be described in detail with reference to FIGS.
First, as shown in FIG. 3, a tunnel construction process for constructing the disposal tunnel 2 and the work tunnel 3 in parallel is performed by excavating the stable rock 5 that performs geological disposal. Since this tunnel construction process can be performed before carrying in the waste body 1, it can be performed by manned. In the example shown in FIGS. 1 and 3, the sections of the disposal tunnel 2 and the working tunnel 3 are configured in a circular shape, but the sections of the disposal tunnel 2 and the working tunnel 3 are configured in other shapes such as a horseshoe shape and a rectangle. You may do it. Moreover, although the disposal mine 2 and the work mine 3 can be constructed in the horizontal direction, the work efficiency of the post-process can be improved. However, the disposal mine 2 and the work mine 3 may be constructed by inclining. Furthermore, the construction efficiency of the post-process can be improved by constructing the disposal tunnel 2 and the working tunnel 3 in parallel, but the disposal tunnel 2 and the working tunnel 3 are not necessarily constructed in parallel. It is sufficient if they are parallel.

作業坑道3と処分坑道2との間には、天然バリアである岩盤5が介在している。従って、作業坑道3と処分坑道2との間隔によって、処分坑道2に定置された廃棄体1から作業坑道3に到達する放射線量を制御することができる。例えば、廃棄体1の放射能レベルが高い場合には、作業坑道3と処分坑道2との間隔を広く取ることで、作業坑道3に到達する放射線量を容易に低減させることが可能になる。   Between the working mine 3 and the disposal mine 2, a rock 5 which is a natural barrier is interposed. Therefore, the amount of radiation reaching the working tunnel 3 from the waste body 1 placed in the disposal tunnel 2 can be controlled by the distance between the working tunnel 3 and the disposal tunnel 2. For example, when the radioactive level of the waste body 1 is high, it is possible to easily reduce the amount of radiation reaching the work tunnel 3 by widening the distance between the work tunnel 3 and the disposal tunnel 2.

次に、図4に示すように、処分坑道2内に緩衝材21を充填して人工バリアを構築する人工バリア構築工程と、作業坑道3から処分坑道2に向けて岩盤5を掘削することで、作業坑道3と処分坑道2とを接続する廃棄体定置孔4を構築する廃棄体定置孔構築工程とを実行する。人工バリア構築工程と廃棄体定置孔構築工程とは、どちらを先に実行しても良く、並行して実行するようにしても良い。   Next, as shown in FIG. 4, the disposal barrier 2 is filled with the buffer material 21 to construct the artificial barrier, and the rock 5 is excavated from the working tunnel 3 toward the disposal tunnel 2. Then, a waste body placement hole construction step for constructing a waste body placement hole 4 that connects the working tunnel 3 and the disposal tunnel 2 is executed. Either the artificial barrier construction step or the waste body placement hole construction step may be executed first, or may be executed in parallel.

処分坑道2内への緩衝材21の充填方式には、限定がなく、ブロック方式、原位置締め固め方式、ペレット充填方式のいずれの方式で行っても良い。人工バリア構築工程は、廃棄体1の搬入前に行う。従って、人工バリア構築工程において、充填する緩衝材21と天然バリア(岩盤5)との隙間の手当てを、有人が近傍で行うことができ、確実な人工バリアを構築することができる。   The filling method of the buffer material 21 into the disposal tunnel 2 is not limited, and any of a block method, an in-situ compaction method, and a pellet filling method may be used. The artificial barrier construction step is performed before the waste body 1 is carried in. Therefore, in the artificial barrier construction step, a manned person can handle the gap between the buffer material 21 to be filled and the natural barrier (rock mass 5) in the vicinity, and a reliable artificial barrier can be constructed.

また、廃棄体定置孔構築工程も、廃棄体1の搬入前に行う。従って、有人で行うことができ、既存の作業機械を用いて効率良く作業を行うことが可能になる。さらに、廃棄体定置孔構築工程において、図4に示すように、廃棄体1を定置する定置空間Aを、処分坑道2内に充填された緩衝材21内に形成しておく。すなわち、廃棄体1の定置は、遠隔で行う必要があるが、廃棄体1を定置する定置空間Aを予め形成しておくことで、廃棄体1の定置作業を容易に行うことができる。   Further, the waste body placement hole construction step is also performed before the waste body 1 is carried in. Therefore, it can be performed by manned and it becomes possible to work efficiently using the existing work machine. Furthermore, in the waste body placement hole construction step, as shown in FIG. 4, a stationary space A in which the waste body 1 is placed is formed in the cushioning material 21 filled in the disposal tunnel 2. That is, it is necessary to place the waste body 1 remotely. However, if the placement space A for placing the waste body 1 is formed in advance, the work of placing the waste body 1 can be easily performed.

さらに、人工バリア構築工程において、廃棄体1と同形状のダミー体を埋め込んで緩衝材21を充填するようにしても良い。この場合には、廃棄体定置孔構築工程において、ダミー体を抜き出すだけで、廃棄体1を定置する定置空間Aを簡単に形成することが可能になる。   Furthermore, in the artificial barrier construction step, a dummy body having the same shape as the waste body 1 may be embedded to fill the buffer material 21. In this case, it is possible to easily form the stationary space A in which the waste body 1 is placed simply by extracting the dummy body in the waste body stationary hole construction step.

次に、図5に示すように、作業坑道3から廃棄体定置孔4を介して処分坑道2内に形成された定置空間Aに廃棄体1を定置する廃棄体定置工程を実行する。処分坑道2内に形成された定置空間Aへの廃棄体1の定置は、例えば、図5(b)に示すように、廃棄体1を支持し、廃棄体定置孔4を通して定置空間Aまで搬送可能なアーム61を備えた作業機械6を用いて行うことができる。なお、廃棄体定置工程は、廃棄体1を取り扱うため、有人で行うことができず、作業機械6は、無線で操縦可能なものが用いられる。   Next, as shown in FIG. 5, a waste body placement step is performed in which the waste body 1 is placed in the placement space A formed in the disposal tunnel 2 from the work tunnel 3 through the waste body placement hole 4. For example, as shown in FIG. 5B, the waste body 1 is placed in the stationary space A formed in the disposal tunnel 2, and supports the waste body 1, and is transported to the stationary space A through the waste body stationary hole 4. This can be done using a work machine 6 with a possible arm 61. In addition, since the waste body positioning process handles the waste body 1, it cannot be performed by manned, and the work machine 6 can be operated by radio.

次に、作業坑道3から廃棄体定置孔4を通して廃棄体1の周辺に緩衝材21を充填することで、廃棄体1の廃棄体定置孔4側に人工バリアを構築するとともに、廃棄体定置孔4を埋め戻し材41で閉塞する閉塞工程を実行する。閉塞工程を実行することで、図1に示す状態になる。閉塞工程は、廃棄体1を定置した後の作業であるため、有人で行うことができず、無線で操縦可能な図示しない作業機械を用いて行われる。   Next, the buffer material 21 is filled in the periphery of the waste body 1 from the work tunnel 3 through the waste body placement hole 4, thereby constructing an artificial barrier on the waste body placement hole 4 side of the waste body 1, and the waste body placement hole. A closing step of closing 4 with the backfill material 41 is executed. By executing the closing process, the state shown in FIG. 1 is obtained. Since the closing process is a work after the waste body 1 is placed, it cannot be performed by manned work and is performed using a work machine (not shown) that can be operated wirelessly.

廃棄体定置孔4を閉塞した後は、処分坑道2と作業坑道3との間の天然バリア(岩盤5)によって、作業坑道3内の放射線量が低減されるため、作業坑道3を埋め戻す必要がない。換言すると、作業坑道3内の放射線量が問題のないレベルまで低減されるように、処分坑道2と作業坑道3との間隔を設定すると良い。これにより、作業坑道3から処分坑道2内に定置された廃棄体1の状態の検査等の維持管理を行うことができると共に、作業坑道3を用いることで廃棄体1の再度の取り出しを容易に行うことができる。また、処分坑道2内に定置された複数の廃棄体1の中から選択的に取り出すことも容易である。   After closing the waste emplacement hole 4, the radiation amount in the work tunnel 3 is reduced by the natural barrier (rock 5) between the disposal tunnel 2 and the work tunnel 3, so it is necessary to refill the work tunnel 3 There is no. In other words, the distance between the disposal mine 2 and the work mine 3 may be set so that the radiation dose in the work mine 3 is reduced to a level where there is no problem. As a result, maintenance such as inspection of the state of the waste body 1 placed in the disposal tunnel 2 from the work tunnel 3 can be performed, and the waste body 1 can be easily taken out again by using the work tunnel 3. It can be carried out. In addition, it is easy to selectively take out a plurality of waste bodies 1 placed in the disposal tunnel 2.

なお、本実施形態では、図1に示すように、円筒状である廃棄体1の軸を、処分坑道2の構築方向に対して直交する向きで定置する例について説明したが、図6に示すように、円筒状である廃棄体1の軸を処分坑道2aの構築方向に定置するようにしても良い。廃棄体1の形状は、通常、直径よりも軸方向の長さの方が長く設定されている。廃棄体1の軸を処分坑道2の構築方向に定置する場合には、廃棄体1の軸を処分坑道2aの構築方向に対して直交する向きで定置する場合に比べて、処分坑道2aの断面積を小さくすることができる。しかし、廃棄体定置孔4aの断面積は、大きく設定する必要があると共に、処分坑道2aに廃棄体1を定置する間隔を広くとる必要がある。従って、岩盤5の状態等にも左右されるが、円筒状である廃棄体1の軸を、処分坑道2の構築方向に対して直交する向きで定置する方が有効であると考えられる。   In the present embodiment, as shown in FIG. 1, an example in which the shaft of the waste body 1 that is cylindrical is placed in a direction orthogonal to the construction direction of the disposal tunnel 2 is illustrated in FIG. 6. Thus, you may make it place the axis | shaft of the waste body 1 which is cylindrical shape in the construction direction of the disposal tunnel 2a. The shape of the waste body 1 is usually set such that the axial length is longer than the diameter. When placing the axis of the waste body 1 in the construction direction of the disposal tunnel 2, compared to the case of placing the axis of the waste body 1 in a direction orthogonal to the construction direction of the disposal tunnel 2 a, The area can be reduced. However, the cross-sectional area of the waste body placement hole 4a needs to be set large, and the interval for placing the waste body 1 in the disposal tunnel 2a needs to be wide. Therefore, although it depends on the state of the bedrock 5 and the like, it is considered effective to place the cylindrical waste body 1 in a direction orthogonal to the construction direction of the disposal tunnel 2.

以上説明したように、本実施形態は、放射性廃棄物を廃棄体1として天然バリアである岩盤5(地層)に処分する放射性廃棄物処分施設であって、岩盤5内に構築され、定置された廃棄体1の周辺に緩衝材21による人工バリアが構築されている処分坑道2と、処分坑道2と所定の間隔おいて岩盤5内に構築された作業坑道3と、作業坑道3と処分坑道2とを接続して岩盤5内に構築され、作業坑道3から処分坑道2への廃棄体1の定置に用いられた後、埋め戻し材41によって埋め戻された廃棄体定置孔4とを備えている。
この構成により、処分坑道2内の人工バリアの構築を廃棄体1の定置前に行うことができるため、充填する緩衝材21と天然バリア(岩盤5)との隙間の手当てを、有人が近傍で行うことができ、確実な人工バリアを構築することができる。また、処分坑道2と作業坑道3との間の岩盤5(天然バリア)によって、作業坑道3を埋め戻す必要がない。これにより、作業坑道3から処分坑道2内に定置された廃棄体1の状態の検査等の維持管理を行うことができると共に、作業坑道3を用いることで廃棄体1の再度の取り出しを容易に行うことができる。
As described above, the present embodiment is a radioactive waste disposal facility that disposes radioactive waste as the waste body 1 in the rock 5 (the formation) that is a natural barrier, and is constructed and placed in the rock 5. Disposal tunnel 2 in which an artificial barrier is constructed around buffer 1 by buffer material 21; work tunnel 3 built in bedrock 5 at a predetermined interval from disposal tunnel 2; work tunnel 3 and disposal tunnel 2 Are constructed in the bedrock 5 and used to place the waste body 1 from the work mine 3 to the disposal mine 2, and then are provided with a waste body placement hole 4 that is backfilled by a backfill material 41. Yes.
With this configuration, since an artificial barrier in the disposal tunnel 2 can be constructed before the waste body 1 is placed, a manned person can take care of the gap between the buffer material 21 to be filled and the natural barrier (rock mass 5). This can be done and a reliable artificial barrier can be constructed. Moreover, it is not necessary to backfill the working mine 3 by the bedrock 5 (natural barrier) between the disposal mine 2 and the working mine 3. As a result, maintenance such as inspection of the state of the waste body 1 placed in the disposal tunnel 2 from the work tunnel 3 can be performed, and the waste body 1 can be easily taken out again by using the work tunnel 3. It can be carried out.

さらに、本実施形態において、処分坑道2と、作業坑道3とは、平行に構築されている。
この構成により、処分坑道2に定置された廃棄体は、作業坑道3から同じ方向で且つ同じ距離をあるため、維持管理や再度の取り出しを容易に行うことができる。
Furthermore, in this embodiment, the disposal tunnel 2 and the work tunnel 3 are constructed in parallel.
With this configuration, since the waste body placed in the disposal tunnel 2 is in the same direction and the same distance from the work tunnel 3, it can be easily maintained and taken out again.

さらに、本実施形態において、廃棄体定置孔4は、断面が処分坑道2の断面積よりも小さく構築されている。
この構成により、処分坑道2の断面は廃棄体1のサイズと廃棄体1の周辺に緩衝材21の充填によって構築される人工バリアを包括したものが必要であるのに対し、廃棄体定置孔4の断面は廃棄体が通り抜け可能であれば良く、廃棄体定置孔4によるバリア機能の損失を少なくすることができ、処分坑道2と作業坑道3との間の岩盤5(天然バリア)を有効に活用することができる。
Further, in the present embodiment, the waste body placement hole 4 is constructed so that the cross section is smaller than the cross sectional area of the disposal tunnel 2.
With this configuration, the disposal tunnel 2 needs to have a cross section including a size of the waste body 1 and an artificial barrier constructed by filling the buffer body 21 around the waste body 1. As long as the waste body can pass through, the loss of the barrier function due to the waste body fixing hole 4 can be reduced, and the bedrock 5 (natural barrier) between the disposal tunnel 2 and the working tunnel 3 can be effectively used. Can be used.

また、本実施形態は、放射性廃棄物を廃棄体1として天然バリアである岩盤5(地層)に処分する放射性廃棄物処分施設の施工方法であって、廃棄体1を定置するための処分坑道2と、処分坑道2への廃棄体1の定置作業を行うための作業坑道3とを岩盤5内に所定の間隔をおいて構築する坑道構築工程と、廃棄体1の定置前に処分坑道2内に緩衝材21を充填して人工バリアを構築する人工バリア構築工程と、作業坑道3と処分坑道2とを接続する廃棄体定置孔4を構築する廃棄体定置孔構築工程と、人工バリアが構築された処分坑道2に廃棄体定置孔4を通して作業坑道3から廃棄体1を定置する廃棄体定置工程と、廃棄体1の処分坑道2への定置後に廃棄体定置孔4を埋め戻し材41で埋め戻す閉塞工程とを有している。
この構成により、人工バリア構築工程において、充填する緩衝材21と天然バリア(岩盤5)との隙間の手当てを、有人が近傍で行うことができ、確実な人工バリアを構築することができる。
Further, the present embodiment is a construction method of a radioactive waste disposal facility that disposes radioactive waste as a waste body 1 on a rock 5 (geosphere) that is a natural barrier, and a disposal tunnel 2 for placing the waste body 1 in place. And a tunnel construction step for constructing a work tunnel 3 for placing the waste body 1 in the disposal tunnel 2 at a predetermined interval in the rock 5, and in the disposal tunnel 2 before the waste body 1 is placed. An artificial barrier constructing step for constructing an artificial barrier by filling the buffer material 21 with a waste material embedding hole constructing step for constructing a waste embedding hole 4 for connecting the working tunnel 3 and the disposal tunnel 2 and an artificial barrier is constructed. A waste body placing step for placing the waste body 1 from the work tunnel 3 through the waste body placement hole 4 in the disposed disposal tunnel 2, and a backfilling material 41 for filling the waste body placement hole 4 after placing the waste body 1 in the disposal tunnel 2 And a backfilling process.
With this configuration, in the artificial barrier construction step, a manned person can handle the gap between the buffer material 21 to be filled and the natural barrier (rock mass 5) in the vicinity, and a reliable artificial barrier can be constructed.

さらに、本実施形態において、人工バリア構築工程では、廃棄体1と同形状のダミー体を埋め込んで緩衝材41を充填する。
この構成により、廃棄体定置孔構築工程において、ダミー体を抜き出すだけで、廃棄体1を定置する定置空間Aを簡単に形成することが可能になる。
Furthermore, in this embodiment, in the artificial barrier construction step, a dummy body having the same shape as the waste body 1 is embedded and the buffer material 41 is filled.
With this configuration, it is possible to easily form the stationary space A in which the waste body 1 is placed simply by extracting the dummy body in the waste body stationary hole construction step.

以上、実施形態をもとに本発明を説明した。この実施形態は例示であり、それらの各構成要素の組み合わせ等にいろいろな変形例が可能なこと、またそうした変形例も本発明の範囲にあることは当業者に理解されるところである。   The present invention has been described above based on the embodiments. This embodiment is an exemplification, and it is understood by those skilled in the art that various modifications can be made to combinations of the respective components and the like, and such modifications are within the scope of the present invention.

1 廃棄体
2、2a、2b 処分坑道
3 作業坑道
4、4a 廃棄体定置孔
5 岩盤
6 作業機械
21 緩衝材
41 埋め戻し材
61 アーム
A 定置空間
DESCRIPTION OF SYMBOLS 1 Waste body 2, 2a, 2b Disposal tunnel 3 Working tunnel 4, 4a Waste body setting hole 5 Rock bed 6 Work machine 21 Buffer material 41 Backfill material 61 Arm A Stationary space

Claims (5)

放射性廃棄物を廃棄体として地層に処分する放射性廃棄物処分施設であって、
前記地層内に構築され、所定の間隔をおいて定置された複数の前記廃棄体の周辺に緩衝材による人工バリアが構築されている処分坑道と、
該処分坑道と所定の間隔おいて前記地層内に構築された作業坑道と、
前記作業坑道と前記処分坑道における複数の前記廃棄体のそれぞれの定置位置とをそれぞれ接続して前記地層内に所定の間隔をおいて複数構築され、前記作業坑道から前記処分坑道への前記廃棄体の定置に用いられた後、埋め戻し材によって埋め戻された廃棄体定置孔とを具備することを特徴とする放射性廃棄物処分施設。
A radioactive waste disposal facility that disposes radioactive waste as a waste material in the geological formation,
A disposal mine constructed in the formation and constructed with an artificial barrier made of cushioning material around the plurality of waste bodies placed at predetermined intervals, and
A working tunnel constructed in the formation at a predetermined interval from the disposal tunnel;
A plurality constructed at a predetermined interval and respective stationary positions of the plurality of the waste in each connection to the earth layer in the disposal tunnel and the work tunnels, the waste from the working mines to the disposal tunnels A radioactive waste disposal facility comprising waste disposal holes which are used for the placement of the waste and then backfilled with a backfill material.
放射性廃棄物を廃棄体として地層に処分する放射性廃棄物処分施設であって、
前記地層内に構築され、定置された前記廃棄体の周辺に緩衝材による人工バリアが構築されている処分坑道と、
該処分坑道と所定の間隔おいて前記地層内に構築された作業坑道と、
前記作業坑道と前記処分坑道とを接続して前記地層内に構築され、前記作業坑道から前記処分坑道への前記廃棄体の定置に用いられた後、埋め戻し材によって埋め戻された廃棄体定置孔とを具備し、
前記処分坑道と、前記作業坑道とは、平行に構築されていることを特徴とする放射性廃棄物処分施設。
A radioactive waste disposal facility that disposes radioactive waste as a waste material in the geological formation,
A disposal mine constructed in the formation and constructed with an artificial barrier made of cushioning material around the disposed waste,
A working tunnel constructed in the formation at a predetermined interval from the disposal tunnel;
The waste emplacement constructed by connecting the working mine and the disposal mine in the formation and used for the placement of the waste material from the working mine to the disposal mine, and then backfilled with a backfill material. With holes,
The radioactive waste disposal facility, wherein the disposal mine and the working mine are constructed in parallel.
放射性廃棄物を廃棄体として地層に処分する放射性廃棄物処分施設であって、
前記地層内に構築され、定置された前記廃棄体の周辺に緩衝材による人工バリアが構築されている処分坑道と、
該処分坑道と所定の間隔おいて前記地層内に構築された作業坑道と、
前記作業坑道と前記処分坑道とを接続して前記地層内に構築され、前記作業坑道から前記処分坑道への前記廃棄体の定置に用いられた後、埋め戻し材によって埋め戻された廃棄体定置孔とを具備し、
前記廃棄体定置孔は、断面が前記処分坑道の断面積よりも小さく構築されていることを特徴とする放射性廃棄物処分施設。
A radioactive waste disposal facility that disposes radioactive waste as a waste material in the geological formation,
A disposal mine constructed in the formation and constructed with an artificial barrier made of cushioning material around the disposed waste,
A working tunnel constructed in the formation at a predetermined interval from the disposal tunnel;
The waste emplacement constructed by connecting the working mine and the disposal mine in the formation and used for the placement of the waste material from the working mine to the disposal mine, and then backfilled with a backfill material. With holes,
The radioactive waste disposal facility, wherein the waste body mounting hole has a cross section smaller than a cross sectional area of the disposal tunnel.
放射性廃棄物を廃棄体として地層に処分する放射性廃棄物処分施設の施工方法であって、
前記廃棄体を定置するための処分坑道と当該処分坑道への前記廃棄体の定置作業を行うための作業坑道とを前記地層内に所定の間隔をおいて構築する坑道構築工程と、
前記廃棄体の定置前に前記処分坑道内に緩衝材を充填して人工バリアを構築する人工バリア構築工程と、
前記作業坑道と前記処分坑道とを接続する廃棄体定置孔を構築する廃棄体定置孔構築工程と、
前記人工バリアが構築された前記処分坑道に前記廃棄体定置孔を通して前記作業坑道から前記廃棄体を定置する廃棄体定置工程と、
前記廃棄体の前記処分坑道への定置後に前記廃棄体定置孔を埋め戻し材で埋め戻す閉塞工程とを有することを特徴とする放射性廃棄物処分施設の施工方法。
A method of constructing a radioactive waste disposal facility that disposes radioactive waste as a waste body in the geological formation,
A mine construction step of constructing a disposal mine for placing the waste and a work mine for performing the work of placing the waste in the disposal mine at a predetermined interval in the formation;
An artificial barrier construction step of constructing an artificial barrier by filling a buffer material in the disposal mine before placing the waste body,
A waste body positioning hole construction step for constructing a waste body positioning hole connecting the working tunnel and the disposal tunnel;
A waste body placement step of placing the waste body from the working tunnel through the waste body placement hole in the disposal tunnel where the artificial barrier is constructed;
A method for constructing a radioactive waste disposal facility, comprising: a closing step of backfilling the waste body placement hole with a backfilling material after placing the waste body in the disposal tunnel.
前記人工バリア構築工程では、前記廃棄体と同形状のダミー体を埋め込んで緩衝材を充填することを特徴とする請求項4記載の放射性廃棄物処分施設の施工方法。   5. The construction method of a radioactive waste disposal facility according to claim 4, wherein in the artificial barrier construction step, a dummy body having the same shape as the waste body is embedded and filled with a buffer material.
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