JP2007069111A - Cylindrical water barrier layer - Google Patents

Cylindrical water barrier layer Download PDF

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JP2007069111A
JP2007069111A JP2005258189A JP2005258189A JP2007069111A JP 2007069111 A JP2007069111 A JP 2007069111A JP 2005258189 A JP2005258189 A JP 2005258189A JP 2005258189 A JP2005258189 A JP 2005258189A JP 2007069111 A JP2007069111 A JP 2007069111A
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waste
tunnel
clay
cylindrical
guide rail
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JP4743401B2 (en
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Taku Ishii
卓 石井
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Shimizu Construction Co Ltd
Shimizu Corp
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Shimizu Construction Co Ltd
Shimizu Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a cylindrical water barrier layer, wherein a plurality of divided blocks consisting of a clay-based water barrier material can be fixed closely to one another, and the waste can be conveyed to the accurate position. <P>SOLUTION: A guide rail 4 extending to the axial direction of a tunnel is arranged on the inner peripheral surface of a lining 10 of the tunnel 1 and water barrier material blocks consisting of the clay-based water barrier material 2 are supported by the guide rail 4, so that the clay-based water barrier material 2 can be kept in a cylindrical state and the water barrier material blocks can be arranged accurately in predetermined positions of the tunnel 1. Particularly, the guide rail 4 supports the outer peripheral surface of a housing part 21, which is composed of housing part blocks 211 being the water barrier material blocks having the shapes formed by dividing the housing part 21 in the peripheral direction and in which the housing part blocks are combined cylindrically with one another, and keeps the housing part blocks in cylindrical states. As a result, the housing part 21 can be kept in a cylindrical state without misalignment between the adjacent housing part blocks 211. When a waste conveying apparatus is guided movably to the axial direction of the tunnel by the guide rail 4 supporting the water barrier material blocks, the waste 3 can quickly be arranged accurately in a predetermined position of an internal space of the housing part 21. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

本発明は、産業廃棄物や放射性廃棄物を埋設処理する際に用いられる円筒型遮水層に関するものである。   The present invention relates to a cylindrical water shielding layer used when embedding industrial waste or radioactive waste.

産業廃棄物や放射性廃棄物を地中に埋設処理する場合においては、地下水に毒性物質を漏出させない遮水層を構築し、この遮水層内に前記廃棄物を収容する。遮水層の外壁には、ベントナイトあるいはベントナイトと骨材とを混練した高密度な粘土系遮水材が使われている。   In the case where industrial waste or radioactive waste is buried in the ground, a water shielding layer that does not allow toxic substances to leak into groundwater is constructed, and the waste is stored in the water shielding layer. On the outer wall of the water-impervious layer, bentonite or a high-density clay-based water-impervious material in which bentonite and aggregate are kneaded is used.

従来、事前に高い密度に成型した粘土系遮水材をブロック形状にして、定位置に積み上げて遮水層を構築する方法が提案されている。ここでは、粘土系土質材料をプレスすることで高密度な成型体に形成したり、分割した寸法形状のブロックに予め成型したりすることで、円筒型廃棄物の周囲に組み合わせて設置する例も報告されている(例えば、非特許文献1参照)。   Conventionally, a method has been proposed in which a clay-based water shielding material molded to a high density in advance is formed into a block shape and stacked at a fixed position to construct a water shielding layer. In this example, the clay-based soil material is pressed to form a high-density molded body, or it is pre-molded into divided sized blocks, so that it can be installed around cylindrical waste. Have been reported (for example, see Non-Patent Document 1).

また、予めブロック状に成型した高密度な粘土系遮水材を、円筒型廃棄物の周囲に組み合わせて設置する方法が提案されている。具体的には、円形型トンネルを構成している支保工の内側に円筒型遮水層を構築する際に、トンネルの軸方向に分割した円筒型をさらに円周方向に複数分割した粘土系遮水材からなるブロックを用いている。そして、支保工の下半分にブロックを設置して円筒型遮水層の下半部分を構築し、次いで、構築された円筒型遮水層の下半部分の上(内側)に中空状の内空支持円筒体を配置し、しかる後に、内空支持円筒体の上(外側)に支保工の上半分のブロックを設置することで円筒型遮水層の上半部分を構築する(例えば、特許文献1参照)。   In addition, a method has been proposed in which a high-density clay-based water shielding material previously molded into a block shape is installed in combination around a cylindrical waste. Specifically, when constructing a cylindrical impermeable layer on the inner side of a support that constitutes a circular tunnel, a clay-type shielding that is further divided into a plurality of circumferentially divided cylindrical types in the axial direction of the tunnel. A block made of water is used. Then, a block is installed in the lower half of the support construction to construct the lower half of the cylindrical impermeable layer, and then the hollow inner part is placed on the inner half of the lower half of the constructed cylindrical impermeable layer. Place the empty support cylinder, and then install the upper half block of the support work on the outside support cylinder (outside) to construct the upper half of the cylindrical impermeable layer (for example, patent Reference 1).

核燃料サイクル開発機構、「わが国における高レベル放射性廃棄物地層処分の技術的信頼性総論レポート」平成11年11月26日発行、p.IV−52Nuclear Fuel Cycle Development Organization, “Technical Reliability Overview Report on High-Level Radioactive Waste Geological Disposal in Japan,” issued on November 26, 1999, p. IV-52 特開2005−144278号公報JP 2005-144278 A

特許文献1参照の発明のように、トンネルの軸方向に分割した円筒型をさらに円周方向に複数分割した粘土系遮水材からなるブロックを用いる場合、分割したブロックを円筒型に配置するためには、当該円筒型の外径寸法が支保工の内径寸法に合致するように構成する必要がある。しかし、実際には、支保工内にブロックを搬送して定位置に定置するために、支保工の内径を円筒型遮水層の外径よりも大きくして支保工の内壁面と円筒型遮水層の外壁面との間に隙間を設ける必要がある。すなわち、ブロックを円筒型とした外周面の曲率は、支保工の内周面の曲率よりも小さい。このため、分割したブロックを円筒型に組み合わせることができず各ブロック間に隙間が生じてしまうことになる。   When using a block made of a clay-based water shielding material obtained by further dividing a cylindrical shape divided in the axial direction of the tunnel into a plurality of portions in the circumferential direction as in the invention of Patent Document 1, in order to arrange the divided blocks in a cylindrical shape Therefore, it is necessary to configure so that the outer diameter of the cylindrical shape matches the inner diameter of the support. However, in practice, in order to transport the block into the support and place it at a fixed position, the inner diameter of the support is made larger than the outer diameter of the cylindrical water shielding layer and the inner wall of the support and the cylindrical It is necessary to provide a gap between the outer wall surface of the water layer. That is, the curvature of the outer peripheral surface having a cylindrical block is smaller than the curvature of the inner peripheral surface of the support work. For this reason, the divided blocks cannot be combined in a cylindrical shape, and a gap is generated between the blocks.

また、円筒型遮水層に収容する廃棄物は遮蔽機能を有する円筒状の容器に装填された形態で円筒型廃棄物をなす。この円筒型廃棄物は、一般に数10トンの重量を有する。しかし、円形型トンネルにおいて、このように重量の嵩む円筒型廃棄物を、損傷しやすい粘土系遮水材からなる円筒型遮水層の中空部に挿入するには、高い精度および重量に耐える剛性を要し、搬送装置が大型な重量物になってしまう。しかも、廃棄物が毒性物質であり、搬送装置を遠隔操作する必要性があるが、上記のごとく高い搬送精度を要するために、短時間で作業を行うことが困難である。このように、廃棄物を正確な位置に搬送することは難しい。   Moreover, the waste accommodated in the cylindrical water-impervious layer forms a cylindrical waste in the form of being loaded in a cylindrical container having a shielding function. This cylindrical waste generally has a weight of several tens of tons. However, in a circular tunnel, high-precision and heavy-weight rigidity is required to insert such heavy cylindrical waste into the hollow part of a cylindrical water-impervious layer made of a clay-based water-impervious material that is easily damaged. Therefore, the conveying device becomes a large heavy object. Moreover, although waste is a toxic substance and it is necessary to remotely operate the transport device, it requires high transport accuracy as described above, so that it is difficult to work in a short time. Thus, it is difficult to transport waste to an accurate position.

本発明は、上記実情に鑑みて、複数分割した粘土系遮水材からなるブロックを隙間無く定置することができ、また廃棄物を正確な位置に搬送することができる円筒型遮水層を提供することを目的とする。   In view of the above circumstances, the present invention provides a cylindrical water shielding layer that can place a block made of a plurality of clay-based water shielding materials without gaps and can transport waste to an accurate position. The purpose is to do.

上記の目的を達成するために、本発明の請求項1に係る円筒型遮水層は、略円形断面のトンネルの内部に粘土系遮水材を円筒状に配置し、当該粘土系遮水材からなる円筒内に廃棄物を収容する円筒型遮水層において、前記粘土系遮水材の円筒状をトンネルの軸方向で分割した円環状をさらに円周方向で複数分割して成型した遮水材ブロックと、前記遮水材ブロックを円筒状に組み合わせた外周面を支持して当該円筒状を維持する態様で前記トンネルの軸方向に延在して配置したガイドレールとを備えたことを特徴とする。   In order to achieve the above object, a cylindrical water-impervious layer according to claim 1 of the present invention includes a clay-based water-impervious material disposed in a cylindrical shape inside a tunnel having a substantially circular cross section, and the clay-based water-impervious material. In a cylindrical water-impervious layer containing waste in a cylinder made of the above, a water-impervious layer formed by dividing an annular shape obtained by dividing the cylindrical shape of the clay-based water-impervious material in the axial direction of the tunnel into a plurality of portions in the circumferential direction. And a guide rail that extends in the axial direction of the tunnel in a manner that maintains the cylindrical shape by supporting an outer peripheral surface in which the water shielding material blocks are combined in a cylindrical shape. And

本発明の請求項2に係る円筒型遮水層は、略円形断面のトンネルの内部に粘土系遮水材を円筒状に配置し、当該粘土系遮水材からなる円筒内に廃棄物を収容する円筒型遮水層において、前記粘土系遮水材の円筒状の外周面を支持する態様で前記トンネルの軸方向に延在して配置してあり、かつ、前記粘土系遮水材の円筒内に廃棄物を搬送する廃棄物搬送装置を延在方向に移動可能に案内するガイドレールを備えたことを特徴とする。   The cylindrical water-impervious layer according to claim 2 of the present invention has a clay-type water-impervious material disposed in a cylindrical shape inside a tunnel having a substantially circular cross section, and contains waste in a cylinder made of the clay-based water-impervious material. A cylindrical water-impervious layer that extends in the axial direction of the tunnel so as to support a cylindrical outer peripheral surface of the clay-based water-impervious material, and the cylinder of the clay-based water impermeable material A guide rail that guides a waste transporting device that transports waste in the extending direction is provided.

本発明に係る円筒型遮水層は、遮水材ブロックを円筒状に組み合わせた外周面を支持して当該円筒状を維持する態様で前記トンネルの軸方向に延在して配置したガイドレールを備えた。このため、粘土系遮水材の円筒状を維持するとともに、この粘土系遮水材をトンネルの内部の所定位置に正確に配置することができる。特に、ガイドレールは、粘土系遮水材の円筒状をトンネルの軸方向で分割した円環状をさらに円周方向で複数分割して成型した遮水材ブロックを円筒状に組み合わせた外周面を支持して当該円筒状を維持する。このため、各遮水材ブロック間にズレを生じることなく円筒状を維持することができる。この結果、廃棄物を収容する空間を適宜形成して、地下水に廃棄物の毒性物質を漏出させることのない遮水層を構築することができる。   The cylindrical water-impervious layer according to the present invention includes a guide rail that extends in the axial direction of the tunnel in a manner that supports the outer peripheral surface in which the water-blocking material blocks are combined in a cylindrical shape and maintains the cylindrical shape. Prepared. For this reason, while maintaining the cylindrical shape of the clay-based water shielding material, the clay-based water shielding material can be accurately arranged at a predetermined position inside the tunnel. In particular, the guide rail supports the outer peripheral surface of a cylindrical combination of water-blocking material blocks formed by dividing a circular shape of a clay-based water-proofing material in the axial direction of the tunnel into multiple parts in the circumferential direction. Then, the cylindrical shape is maintained. For this reason, a cylindrical shape can be maintained without generating a gap between the respective water shielding material blocks. As a result, it is possible to construct a water-impervious layer that appropriately forms a space for accommodating waste and does not leak toxic substances of waste into groundwater.

また、ガイドレールの上で遮水材ブロックを支持するので、フォークリフトなどで運搬した遮水材ブロックを直接ガイドレール上に置くことができ、さらにガイドレールの上で遮水材ブロックをガイドレールの延在方向(トンネル軸方向)に押して搬送することができる。この結果、損傷しやすく強度が小さい粘土系遮水材を所定位置に配置するための位置決めを容易に行うことができる。また、遮水材ブロックをトンネル軸方向Xに押して搬送できるので、トンネル内にガイドレールの高さよりも大きいスペースを必要としない。   In addition, since the water-blocking material block is supported on the guide rail, the water-blocking material block transported by a forklift can be placed directly on the guide rail. It can be pushed and conveyed in the extending direction (tunnel axis direction). As a result, it is possible to easily position the clay-based water shielding material that is easily damaged and has a low strength at a predetermined position. Further, since the water shielding material block can be pushed and conveyed in the tunnel axial direction X, a space larger than the height of the guide rail is not required in the tunnel.

また、廃棄物の収容は、放射線量が高い空間での作業となるため、正確な位置に定置することが容易でない。しかし、放射線量が高線量環境となる以前の円筒型遮水層の構築時に、トンネルの覆工の内周面にガイドレールを予め精度良く設置することは容易であるため、その後の廃棄物の収容における定置精度を確保することができる。   In addition, since waste is stored in a space with a high radiation dose, it is not easy to place it at an accurate position. However, it is easy to accurately install guide rails on the inner peripheral surface of the tunnel lining when constructing a cylindrical impermeable layer before the radiation dose becomes a high-dose environment. Placement accuracy in housing can be ensured.

本発明に係る円筒型遮水層は、粘土系遮水材の円筒状の外周面を支持する態様で前記トンネルの軸方向に延在して配置してあり、かつ、粘土系遮水材の円筒内に廃棄物を搬送する廃棄物搬送装置を延在方向に移動可能に案内するガイドレールを備えた。このため、廃棄物搬送装置の移動および停止や、廃棄物の搬送を正確に行うことができ、廃棄物を粘土系遮水材の円筒状の内部空間の所定位置に迅速かつ正確に配置することができる。また、ガイドレールで廃棄物搬送装置を支持しているので、廃棄物搬送装置の構成部材を軽微にすることができ、廃棄物搬送装置の軽量化を図ることができる。特に、フォークリフト型の搬送装置では、カウンターウェイトを多く必要とするが、ガイドレールに転倒防止機構を設ければカウンターウェイトのような重量物を備える必要がないので廃棄物搬送装置の軽量化を図ることができる。   The cylindrical water-impervious layer according to the present invention is disposed so as to extend in the axial direction of the tunnel so as to support the cylindrical outer peripheral surface of the clay-based water-impervious material, and A guide rail is provided that guides a waste transporting device that transports waste into a cylinder so as to be movable in the extending direction. For this reason, the waste transport device can be moved and stopped, and the transport of the waste can be performed accurately, and the waste can be quickly and accurately placed at a predetermined position in the cylindrical internal space of the clay-based water shielding material. Can do. Further, since the waste transport device is supported by the guide rail, the constituent members of the waste transport device can be made light, and the waste transport device can be reduced in weight. In particular, a forklift type transport device requires a large amount of counterweight, but if a guide rail is provided with a tip-over prevention mechanism, it is not necessary to provide a heavy load such as a counterweight, thereby reducing the weight of the waste transport device. be able to.

以下に添付図面を参照して、本発明に係る円筒型遮水層の好適な実施の形態を詳細に説明する。なお、この実施の形態によりこの発明が限定されるものではない。   Exemplary embodiments of a cylindrical water shielding layer according to the present invention will be described below in detail with reference to the accompanying drawings. Note that the present invention is not limited to the embodiments.

図1は本発明に係る円筒型遮水層の実施の形態を示す正面視断面図、図2は図1で示す円筒型遮水層の側面視断面図である。   FIG. 1 is a front sectional view showing an embodiment of a cylindrical water shielding layer according to the present invention, and FIG. 2 is a side sectional view of the cylindrical water shielding layer shown in FIG.

図1および図2に示すように本実施の形態における円筒型遮水層は、略円形断面のトンネル1の内部に粘土系遮水材2を円筒状に配置し、当該粘土系遮水材2からなる円筒内に円柱状の廃棄物3を収容するものである。廃棄物3としては、例えば放射性廃棄物がある。   As shown in FIGS. 1 and 2, the cylindrical water-impervious layer in the present embodiment has a clay-based water-impervious material 2 arranged in a cylindrical shape inside a tunnel 1 having a substantially circular cross section, and the clay-based impermeable material 2 The cylindrical waste 3 is accommodated in a cylinder made of Examples of the waste 3 include radioactive waste.

粘土系遮水材2は、ベントナイトあるいはベントナイトと骨材とを混練して高密度に押し固めて成型したものである。この粘土系遮水材2は、円筒状をトンネル軸方向Xで分割した遮水材ブロックとして、円環状の収容部21と、円盤状の壁部22とからなる。収容部21は、トンネル軸方向Xに複数(本実施の形態では3つ)並設することによって形成された内部空間に廃棄物3を収容する。壁部22は、収容部21のトンネル軸方向Xにおける両端部に並設することによって収容部21の内部空間を閉塞する。さらに、粘土系遮水材2は、遮水材ブロックとして円環状の収容部21をさらに円周方向で複数分割(本実施の形態では6分割)した収容部ブロック211を備えている。なお、粘土系遮水材2は、図には明示しないが遮水材ブロックとして円盤状の壁部22をさらに円周方向で複数分割した壁部ブロックを備えていてもよい。   The clay-based water-impervious material 2 is formed by kneading bentonite or bentonite and aggregate, and pressing and compacting them at high density. The clay-based water shielding material 2 includes an annular storage portion 21 and a disk-shaped wall portion 22 as a water shielding material block obtained by dividing a cylindrical shape in the tunnel axis direction X. The accommodating part 21 accommodates the waste 3 in an internal space formed by arranging a plurality (three in the present embodiment) in the tunnel axis direction X. The wall portion 22 closes the internal space of the housing portion 21 by being arranged at both ends of the housing portion 21 in the tunnel axis direction X. Further, the clay-based water shielding material 2 includes a housing block 211 obtained by further dividing the annular housing portion 21 as a water shielding material block into a plurality of pieces (six divisions in the present embodiment) in the circumferential direction. In addition, although not shown in the drawing, the clay-based water shielding material 2 may include a wall block obtained by further dividing the disk-shaped wall portion 22 into a plurality of portions in the circumferential direction as a water shielding material block.

このように、粘土系遮水材2は、円筒状をトンネル軸方向Xで分割した遮水材ブロックとして、円環状の収容部21と、円盤状の壁部22とからなり、さらに、円環状の収容部21をさらに円周方向で複数分割した収容部ブロック211を備えている。このため、トンネル1の内部において粘土系遮水材2の搬送を容易に行うことが可能である。   As described above, the clay-based water shielding material 2 includes the annular housing portion 21 and the disk-shaped wall portion 22 as a water shielding material block obtained by dividing the cylindrical shape in the tunnel axis direction X. The housing section 21 is further divided into a plurality of housing sections 21 in the circumferential direction. For this reason, it is possible to easily carry the clay-based water shielding material 2 inside the tunnel 1.

また、トンネル1における覆工10の内周径は、粘土系遮水材2(収容部21および壁部22)の外周径よりも大きくなるように形成してある。このため、トンネル1の内部において収容部ブロック211の組み立てを容易に行うことが可能である。   Moreover, the inner peripheral diameter of the lining 10 in the tunnel 1 is formed so as to be larger than the outer peripheral diameter of the clay-based water shielding material 2 (the accommodating portion 21 and the wall portion 22). For this reason, it is possible to easily assemble the housing block 211 inside the tunnel 1.

しかし、トンネル1における覆工10の内周径が、粘土系遮水材2の外周径よりも大きく形成してある場合、このままで収容部ブロック211の組み立てると、図3に示すように各収容部ブロック211間にズレが生じて円環状が維持できなくなり、各収容部ブロック211間に隙間ができる、あるいは収容部21の内部空間が変形することで廃棄物3の収容が困難になる。この場合、地下水に廃棄物3の毒性物質を漏出させるおそれがある。   However, when the inner peripheral diameter of the lining 10 in the tunnel 1 is larger than the outer peripheral diameter of the clay-based water shielding material 2, when the storage block 211 is assembled as it is, each storage is performed as shown in FIG. 3. Deviation occurs between the partial blocks 211 and the annular shape cannot be maintained, and a gap is formed between the respective accommodating unit blocks 211, or the internal space of the accommodating unit 21 is deformed, making it difficult to accommodate the waste 3. In this case, there is a risk that the toxic substances of the waste 3 may leak into the groundwater.

そこで、図1および図2に示すように本実施の形態では、遮水材ブロック(収容部21および壁部22)を円筒状に組み合わせた外周面を支持して、当該円筒状を維持する態様でトンネル軸方向Xに延在してガイドレール4をトンネル1の覆工10の内周面に配置してある。   Therefore, as shown in FIGS. 1 and 2, in the present embodiment, the cylindrical shape is supported by supporting the outer peripheral surface in which the water shielding material blocks (the accommodating portion 21 and the wall portion 22) are combined in a cylindrical shape. The guide rail 4 is arranged on the inner peripheral surface of the lining 10 of the tunnel 1 so as to extend in the tunnel axial direction X.

図1に示すようにガイドレール4は、本実施の形態において粘土系遮水材2の外周(周曲面)に当接する態様で4箇所に設けてある。また、図1に示すように本実施の形態におけるガイドレール4は、略コ字形の断面形状を呈した鋼材からなり、その開口を覆工10の内周面に向けて配置することで、平坦部を粘土系遮水材2の周曲面に当接してある。   As shown in FIG. 1, the guide rail 4 is provided in four places in the aspect contact | abutted on the outer periphery (circumferential curved surface) of the clay-type water shielding material 2 in this Embodiment. Further, as shown in FIG. 1, the guide rail 4 in the present embodiment is made of a steel material having a substantially U-shaped cross-sectional shape, and is flat by arranging its opening toward the inner peripheral surface of the lining 10. The part is in contact with the circumferential curved surface of the clay-based water shielding material 2.

より詳細にガイドレール4は、6分割した収容部ブロック211における円環状の下半分の3個を共に支持するように、最下中央の収容部ブロック211と、その両側の収容部ブロック211との境部位の2箇所において2つの収容部ブロック211に共に当接する2つのガイドレール4、および両側の収容部ブロック211の上側部にそれぞれ当接する2つのガイドレール4の計4つ設けてある。すなわち、ガイドレール4は、6分割した収容部ブロック211における円環状の下半分の3個を支持することで、当該下半分によって残りの円環状の上半分の収容部ブロック211を支持して、遮水材ブロック(収容部21および壁部22)を組み合わせた円筒状を維持するとともに、当該円筒状を略円形断面のトンネル1の内部中央に配置する。   In more detail, the guide rail 4 includes a lowermost central storage block 211 and the storage block 211 on both sides thereof so as to support the lower half of the annular half of the storage block 211 divided into six. A total of four guide rails 4 are provided, two guide rails 4 that come into contact with the two housing block 211 at the two boundary portions, and two guide rails 4 that come into contact with the upper side of the housing block 211 on both sides. That is, the guide rail 4 supports the lower half half of the annular portion of the accommodation block 211 divided into six parts, thereby supporting the upper half accommodation block 211 of the remaining annular shape by the lower half, While maintaining the cylindrical shape which combined the water shielding material block (the accommodating part 21 and the wall part 22), the said cylindrical shape is arrange | positioned in the inner center of the tunnel 1 of a substantially circular cross section.

すなわち、収容部ブロック211をトンネル1の内部に配置する際には、円環状の下半分の収容部ブロック211の3個を、ガイドレール4で支持するように載置し、その後下半分の上に円環状の上半分の収容部ブロック211を載置して収容部21を円環状に配置する。また、同様に、壁部22をガイドレール4で支持するように載置することで、収容部21とともに粘土系遮水材2をトンネル1の内部の所定位置に正確に配置する。   In other words, when the housing block 211 is arranged inside the tunnel 1, the three housing blocks 211 in the lower half of the annular shape are placed so as to be supported by the guide rail 4, and then the upper half of the lower half is placed. The housing portion block 211 of the upper half of the annular shape is placed on the housing portion 21, and the housing portion 21 is disposed in an annular shape. Similarly, by placing the wall portion 22 so as to be supported by the guide rail 4, the clay-based water shielding material 2 together with the accommodating portion 21 is accurately placed at a predetermined position inside the tunnel 1.

このように、上述した円筒型遮水層は、トンネル1の覆工10の内周面にトンネル軸方向Xに延在するガイドレール4を設け、当該ガイドレール4によって粘土系遮水材2における遮水材ブロックとしての円環状の収容部21と、円盤状の壁部22とを支持している。このため、粘土系遮水材2の円筒状を維持するとともに、トンネル1の内部の所定位置に正確に配置することが可能になる。特に、ガイドレール4は、遮水材ブロックとして、収容部21を周方向に分割した収容部ブロック211を円筒状に組み合わせた外周面を支持して当該円筒状を維持する。このため、各収容部ブロック211間にズレを生じることなく収容部21の円筒状を維持することが可能になる。この結果、廃棄物3を収容する収容部21の内部空間を適宜形成して、地下水に廃棄物3の毒性物質を漏出させることのない遮水層を構築することが可能になる。   As described above, the cylindrical impermeable layer described above is provided with the guide rail 4 extending in the tunnel axial direction X on the inner peripheral surface of the lining 10 of the tunnel 1, and the guide rail 4 allows the An annular housing portion 21 as a water shielding material block and a disk-shaped wall portion 22 are supported. For this reason, while maintaining the cylindrical shape of the clay-based water shielding material 2, it is possible to accurately arrange the clay-based water shielding material 2 at a predetermined position inside the tunnel 1. In particular, the guide rail 4 supports the outer peripheral surface which combined the accommodating part block 211 which divided | segmented the accommodating part 21 into the circumferential direction as a water shielding material block, and maintains the said cylindrical shape. For this reason, it becomes possible to maintain the cylindrical shape of the accommodating part 21 without producing a gap between the accommodating part blocks 211. As a result, it is possible to appropriately form an internal space of the accommodating portion 21 that accommodates the waste 3 and to construct a water shielding layer that does not allow the toxic substances of the waste 3 to leak into the groundwater.

また、図1に示すようにガイドレール4は、略コ字形の断面形状を呈した鋼材からなり、その開口を覆工10の内周面に向けて配置することで、平坦部を粘土系遮水材2の周曲面に当接する。すなわち、ガイドレール4の平坦部の上で収容部21および壁部22を支持するので、フォークリフトなどで運搬した収容部21および壁部22を直接ガイドレール4上に置くことができ、さらにガイドレール4の平坦部の上で収容部21および壁部22を支持するので、収容部21および壁部22をトンネル軸方向Xに押して搬送することが可能である。この結果、粘土系遮水材2は、ベントナイトあるいはベントナイトと骨材とを混練して高密度に押し固めて成型したもので損傷しやすく強度が小さいが、この強度の小さい粘土系遮水材2を所定位置に配置するための位置決めを容易に行うことが可能になる。また、収容部21および壁部22をトンネル軸方向Xに押して搬送できるので、ガイドレール4の高さよりも大きいスペースを必要としない。   Further, as shown in FIG. 1, the guide rail 4 is made of a steel material having a substantially U-shaped cross-section, and the flat portion is arranged with the clay-based shielding by arranging its opening toward the inner peripheral surface of the lining 10. It contacts the circumferential curved surface of the water material 2. That is, since the accommodating part 21 and the wall part 22 are supported on the flat part of the guide rail 4, the accommodating part 21 and the wall part 22 conveyed by the forklift etc. can be directly set | placed on the guide rail 4, and also a guide rail Since the accommodating portion 21 and the wall portion 22 are supported on the four flat portions, the accommodating portion 21 and the wall portion 22 can be pushed and conveyed in the tunnel axial direction X. As a result, the clay-based water-insulating material 2 is formed by kneading bentonite or bentonite and aggregate and compacting them with high density. It is possible to easily perform positioning for disposing at a predetermined position. Moreover, since the accommodating part 21 and the wall part 22 can be pushed and conveyed in the tunnel axial direction X, a space larger than the height of the guide rail 4 is not required.

また、廃棄物3の収容は、放射線量が高い空間での作業となるため、正確な位置に定置することが容易でない。しかし、放射線量が高線量環境となる以前の円筒型遮水層の構築時に、トンネル1の覆工10の内周面にガイドレール4を予め精度良く設置することは容易であるため、その後の廃棄物3の収容における定置精度を確保することが可能になる。   In addition, since the waste 3 is stored in a space with a high radiation dose, it is not easy to place the waste 3 at an accurate position. However, since it is easy to accurately install the guide rail 4 in advance on the inner peripheral surface of the lining 10 of the tunnel 1 at the time of construction of the cylindrical water shielding layer before the radiation dose becomes a high dose environment, It is possible to ensure the placement accuracy in the storage of the waste 3.

なお、最下中央の収容部ブロック211と、その両側の収容部ブロック211との境部位の2箇所において2つの収容部ブロック211に共に当接する2つのガイドレール4のみでも6分割した収容部ブロック211の下半分の3個を支持することが可能であるため、本実施の形態におけるガイドレール4は少なくとも2つあればよい。また、ガイドレール4は、断面略コ字形に限らず、例えば断面略L字形や断面略H字形であってもよく、さらに前記断面形状に限定する必要はない。また、収容部ブロック211は、6分割に限らず複数分割であってもよく、この分割に対応して遮水材ブロック(収容部21および壁部22)を組み合わせた円筒状を維持する態様でガイドレール4を設ければよい。   In addition, the accommodation part block which divided | segmented 6 only by the two guide rails 4 contact | abutted together to the two accommodation part blocks 211 in two places of the boundary part of the accommodation part block 211 of the lowest center and the accommodation part block 211 of the both sides. Since it is possible to support the lower half of 211, at least two guide rails 4 in the present embodiment are sufficient. Further, the guide rail 4 is not limited to a substantially U-shaped cross section, and may be, for example, a substantially L-shaped cross section or a substantially H-shaped cross section, and is not necessarily limited to the cross-sectional shape. Moreover, the accommodating part block 211 may be not only six divisions but multiple division | segmentation, and the aspect which maintains the cylindrical shape which combined the water-blocking material block (accommodating part 21 and wall part 22) corresponding to this division | segmentation. A guide rail 4 may be provided.

ここで、図4は本発明に係る円筒型遮水層の他の実施の形態を示す正面視断面図、図5は図4で示す円筒型遮水層の側面視断面図である。   4 is a front sectional view showing another embodiment of the cylindrical water shielding layer according to the present invention, and FIG. 5 is a side sectional view of the cylindrical water shielding layer shown in FIG.

図4および図5に示すように他の実施の形態においては、収容部21を周方向に分割していない。そして、収容部21の周曲面である外周端縁および内周端縁には、鋼材からなる補強材23が設けてある。また、壁部22の周曲面である外周端縁にも補強材23が設けてある。   As shown in FIGS. 4 and 5, in other embodiments, the accommodating portion 21 is not divided in the circumferential direction. A reinforcing member 23 made of steel is provided on the outer peripheral edge and the inner peripheral edge, which are the peripheral curved surfaces of the housing portion 21. A reinforcing member 23 is also provided on the outer peripheral edge that is the peripheral curved surface of the wall portion 22.

このように、補強材23を設けたことで収容部21および壁部22の強度が増す。このため、図4および図5に示すように収容部21および壁部22を台車5によって搬送することが可能になる。   Thus, the strength of the accommodating portion 21 and the wall portion 22 is increased by providing the reinforcing member 23. For this reason, as shown in FIGS. 4 and 5, the accommodating portion 21 and the wall portion 22 can be transported by the carriage 5.

なお、図4において台車5は、一対で収容部21を載せて搬送する構成として示してあるが、複数もしくは単一の台車5で収容部21および壁部22を搬送する形態としてもよい。また、図5において台車5は、1つの収容部21を搬送する構成として示してあるが、複数の収容部21および壁部22を搬送する形態でトンネル軸方向Xに長手状に形成してあってもよい。   In addition, although the cart 5 is shown as a structure which carries the accommodating part 21 on a pair in FIG. 4, it is good also as a form which conveys the accommodating part 21 and the wall part 22 by the multiple or single cart 5. FIG. Further, in FIG. 5, the carriage 5 is shown as a configuration that conveys one accommodating portion 21, but is formed in a longitudinal shape in the tunnel axis direction X in a form that conveys a plurality of accommodating portions 21 and wall portions 22. May be.

以下、上述した円筒型遮水層における廃棄物3の収容に関して説明する。図6は廃棄物搬送装置を示す正面図、図7は図6で示す廃棄物搬送装置を示す側面図である。   Hereinafter, the accommodation of the waste 3 in the above-described cylindrical impermeable layer will be described. FIG. 6 is a front view showing the waste conveyance device, and FIG. 7 is a side view showing the waste conveyance device shown in FIG.

図6および図7に示すように廃棄物搬送装置6は、保持した廃棄物3を収容部21の内部空間の内部に挿入して定置するものである。この廃棄物搬送装置6は、鋼材からなる枠体61に、車輪62、遮蔽容器63、蓋開閉機構64、廃棄物案内機構65、廃棄物押出機構66を備えてなる。   As shown in FIGS. 6 and 7, the waste transport apparatus 6 inserts the retained waste 3 into the interior space of the storage unit 21 and places it. The waste transport device 6 includes a frame 61 made of a steel material and includes a wheel 62, a shielding container 63, a lid opening / closing mechanism 64, a waste guide mechanism 65, and a waste push-out mechanism 66.

車輪62は、上述したガイドレール4に載るように配置してある。この車輪62は、ガイドレール4上を輪転する。すなわち、枠体61(廃棄物搬送装置6)は、車輪62およびガイドレール4によって、当該ガイドレール4の延在方向であるトンネル軸方向Xに移動可能に構成してある。   The wheel 62 is disposed so as to be placed on the guide rail 4 described above. The wheel 62 rotates on the guide rail 4. That is, the frame body 61 (waste transport apparatus 6) is configured to be movable in the tunnel axis direction X that is the extending direction of the guide rail 4 by the wheel 62 and the guide rail 4.

遮蔽容器63は、廃棄物3を収容するためのものであって、廃棄物3の放射線を遮る材質からなる。遮蔽容器63は、円柱状の廃棄物3を横向きにして収容する態様で円筒状に形成してある。円筒状の一端部は閉塞して形成してあり、他端部には収容部21の内部空間に向けて蓋部631が設けてある。   The shielding container 63 is for containing the waste 3 and is made of a material that blocks the radiation of the waste 3. The shielding container 63 is formed in a cylindrical shape in such a manner that the columnar waste 3 is accommodated sideways. One end of the cylindrical shape is closed and formed, and a lid 631 is provided at the other end toward the internal space of the accommodating portion 21.

蓋開閉機構64は、遮蔽容器63の蓋部631を開閉するためのものである。蓋開閉機構64は、本実施の形態では蓋部631を上下に移動するように構成してあり、蓋部631を上方に移動することによって遮蔽容器63の他端部を開放する(開放位置)一方、蓋部631を下方に移動することによって遮蔽容器63の他端部を閉塞する(閉塞位置)。なお、蓋部631の開閉における移動方向は上下に限定されない。   The lid opening / closing mechanism 64 is for opening and closing the lid 631 of the shielding container 63. The lid opening / closing mechanism 64 is configured to move the lid 631 up and down in the present embodiment, and opens the other end of the shielding container 63 by moving the lid 631 upward (open position). On the other hand, the other end of the shielding container 63 is closed by closing the lid 631 (closed position). In addition, the moving direction in opening and closing of the cover part 631 is not limited up and down.

廃棄物案内機構65は、例えばローラーコンベア651を有し、遮蔽容器63に収容した廃棄物3を支持しつつ、円柱状の延在方向(トンネル軸方向X)への移動を案内するためのものである。この廃棄物案内機構65は、油圧ピストン652などによってローラーコンベア651の位置をトンネル軸方向Xとは直交する方向に移動させることによって廃棄物3を所望とする位置にミリ単位で微調整して支持しつつ、その移動を円滑に案内する。   The waste guide mechanism 65 has, for example, a roller conveyor 651 and supports the waste 3 accommodated in the shielding container 63 while guiding the movement in the columnar extending direction (tunnel axial direction X). It is. The waste guide mechanism 65 is supported by finely adjusting the waste 3 to a desired position in millimeters by moving the position of the roller conveyor 651 in a direction orthogonal to the tunnel axis direction X by a hydraulic piston 652 or the like. However, the movement is smoothly guided.

廃棄物押出機構66は、遮蔽容器63の一端部側に配置してあり、当該遮蔽容器63に収容した廃棄物3を遮蔽容器63の他端部側(トンネル軸方向X)に押し出すためのものである。廃棄物押出機構66は、例えば油圧ピストンなどからなる。   The waste push-out mechanism 66 is disposed on one end side of the shielding container 63, and pushes out the waste 3 stored in the shielding container 63 toward the other end side (tunnel axial direction X) of the shielding container 63. It is. The waste pushing mechanism 66 is composed of, for example, a hydraulic piston.

上記廃棄物搬送装置6は、遠隔操作で稼働する。この廃棄物搬送装置6は、廃棄物3を遮蔽容器63に収容して蓋部631を閉塞位置に移動した状態で、車輪62およびガイドレール4に案内されてトンネル軸方向Xに移動する。次いで、廃棄物搬送装置6は、収容部21の内部空間の前であって廃棄物3の搬送位置に移動したとき、蓋開閉機構64によって蓋部631を開放位置に移動して遮蔽容器63の他端側を開放する。次いで、廃棄物搬送装置6は、廃棄物押出機構66によって廃棄物3を遮蔽容器63の外部に押し出して収容部21の内部空間に搬送する。この際廃棄物3は、廃棄物案内機構65によって移動を案内される。   The waste transport device 6 is operated by remote control. The waste transport device 6 moves in the tunnel axial direction X while being guided by the wheel 62 and the guide rail 4 while the waste 3 is accommodated in the shielding container 63 and the lid 631 is moved to the closed position. Next, when the waste transporting device 6 moves to the transporting position of the waste 3 in front of the internal space of the storage unit 21, the lid opening / closing mechanism 64 moves the lid 631 to the open position so that the shielding container 63 Open the other end. Next, the waste transport device 6 pushes the waste 3 out of the shielding container 63 by the waste push-out mechanism 66 and transports the waste 3 to the internal space of the storage unit 21. At this time, the waste 3 is guided to move by the waste guide mechanism 65.

このように、上述した円筒型遮水層では、遮水材ブロックを支持するガイドレール4によって廃棄物搬送装置6をトンネル軸方向Xに移動可能に案内している。このため、廃棄物搬送装置6の移動および停止や、廃棄物3の搬送を正確に行うことができ、廃棄物3を収容部21の内部空間の所定位置に迅速かつ正確に配置することが可能になる。また、ガイドレール4上に複数の車輪62によって廃棄物搬送装置6を支持しているので、廃棄物搬送装置6の構成部材を軽微にすることができ、廃棄物搬送装置6の軽量化を図ることが可能になる。特に、フォークリフト型の搬送装置では、カウンターウェイトを多く必要とするが、ガイドレール4に車輪62を保持する転倒防止機構を設ければカウンターウェイトのような重量物を備える必要がないので廃棄物搬送装置6の軽量化を図ることが可能になる。   As described above, in the above-described cylindrical water shielding layer, the waste transport device 6 is guided to be movable in the tunnel axial direction X by the guide rail 4 that supports the water shielding material block. For this reason, the movement and stop of the waste transport device 6 and the transport of the waste 3 can be accurately performed, and the waste 3 can be quickly and accurately arranged at a predetermined position in the internal space of the storage unit 21. become. Further, since the waste transport device 6 is supported on the guide rail 4 by the plurality of wheels 62, the constituent members of the waste transport device 6 can be made light, and the waste transport device 6 can be reduced in weight. It becomes possible. In particular, in a forklift type transport device, a large amount of counterweight is required. However, if a fall prevention mechanism for holding the wheel 62 is provided on the guide rail 4, it is not necessary to provide a heavy load such as a counterweight. It is possible to reduce the weight of the device 6.

本発明に係る円筒型遮水層の実施の形態を示す正面視断面図である。It is a front view sectional view showing an embodiment of a cylindrical impermeable layer concerning the present invention. 図1で示す円筒型遮水層の側面視断面図である。FIG. 2 is a side sectional view of the cylindrical water shielding layer shown in FIG. 1. 図1に示す円筒型遮水層においてガイドレールを設けない場合を示す正面視断面図である。It is front view sectional drawing which shows the case where a guide rail is not provided in the cylindrical water shielding layer shown in FIG. 本発明に係る円筒型遮水層の他の実施の形態を示す正面視断面図である。It is a front view sectional view showing other embodiments of the cylindrical type impermeable layer concerning the present invention. 図4で示す円筒型遮水層の側面視断面図である。FIG. 5 is a side sectional view of the cylindrical water shielding layer shown in FIG. 4. 廃棄物搬送装置を示す正面図である。It is a front view which shows a waste conveyance apparatus. 図6で示す廃棄物搬送装置を示す側面図である。It is a side view which shows the waste conveyance apparatus shown in FIG.

符号の説明Explanation of symbols

1 トンネル
10 覆工
2 粘土系遮水材
21 収容部
211 収容部ブロック
22 壁部
23 補強材
3 廃棄物
4 ガイドレール
5 台車
6 廃棄物搬送装置
61 枠体
62 車輪
63 遮蔽容器
631 蓋部
64 蓋開閉機構
65 廃棄物案内機構
651 ローラーコンベア
652 油圧ピストン
66 廃棄物押出機構
X トンネル軸方向
DESCRIPTION OF SYMBOLS 1 Tunnel 10 Covering 2 Clay-type water shielding material 21 Storage part 211 Storage part block 22 Wall part 23 Reinforcement material 3 Waste 4 Guide rail 5 Carriage 6 Waste conveyance apparatus 61 Frame body 62 Wheel 63 Shielding container 631 Cover part 64 Cover Opening and Closing Mechanism 65 Waste Guide Mechanism 651 Roller Conveyor 652 Hydraulic Piston 66 Waste Extrusion Mechanism X Tunnel Axial Direction

Claims (2)

略円形断面のトンネルの内部に粘土系遮水材を円筒状に配置し、当該粘土系遮水材からなる円筒内に廃棄物を収容する円筒型遮水層において、
前記粘土系遮水材の円筒状をトンネルの軸方向で分割した円環状をさらに円周方向で複数分割して成型した遮水材ブロックと、
前記遮水材ブロックを円筒状に組み合わせた外周面を支持して当該円筒状を維持する態様で前記トンネルの軸方向に延在して配置したガイドレールと
を備えたことを特徴とする円筒型遮水層。
In the cylindrical water-impervious layer in which the clay-based water shielding material is arranged in a cylindrical shape inside the tunnel having a substantially circular cross section and the waste is stored in the cylinder made of the clay-based water shielding material,
A water shielding material block formed by dividing a cylindrical shape of the clay-based water shielding material in the axial direction of the tunnel into a plurality of parts in the circumferential direction;
A guide rail that extends in the axial direction of the tunnel in a manner that supports the outer peripheral surface of the water blocking material block combined in a cylindrical shape and maintains the cylindrical shape. Impermeable layer.
略円形断面のトンネルの内部に粘土系遮水材を円筒状に配置し、当該粘土系遮水材からなる円筒内に廃棄物を収容する円筒型遮水層において、
前記粘土系遮水材の円筒状の外周面を支持する態様で前記トンネルの軸方向に延在して配置してあり、かつ、前記粘土系遮水材の円筒内に廃棄物を搬送する廃棄物搬送装置を延在方向に移動可能に案内するガイドレールを備えたことを特徴とする円筒型遮水層。
In the cylindrical water-impervious layer in which the clay-based water shielding material is arranged in a cylindrical shape inside the tunnel having a substantially circular cross section and the waste is stored in the cylinder made of the clay-based water shielding material,
Disposal that extends in the axial direction of the tunnel in a manner to support the cylindrical outer peripheral surface of the clay-based water shielding material, and transports waste into the cylinder of the clay-based water shielding material A cylindrical water-impervious layer comprising a guide rail that guides the object transporting device so as to be movable in the extending direction.
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JP2009276203A (en) * 2008-05-14 2009-11-26 Shimizu Corp Manufacturing method of waste body package
JP2012211923A (en) * 2012-07-03 2012-11-01 Shimizu Corp Method of manufacturing waste body package
JP2012225828A (en) * 2011-04-21 2012-11-15 Shimizu Corp Method for manufacturing waste body package
CN108708752A (en) * 2018-07-27 2018-10-26 西南交通大学 The method that the tunnels TBM apply the supporting apparatus and beans gravel rockfill grouting of section of jurisdiction

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JP2004077244A (en) * 2002-08-14 2004-03-11 Mitsubishi Heavy Ind Ltd Fiber reinforced concrete cask, support frame body for forming the same, and method for manufacturing concrete cask
JP2004101306A (en) * 2002-09-06 2004-04-02 Toshiba Plant Kensetsu Co Ltd Tunnel for burying radioactive waste
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Cited By (5)

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JP2009276203A (en) * 2008-05-14 2009-11-26 Shimizu Corp Manufacturing method of waste body package
JP2012225828A (en) * 2011-04-21 2012-11-15 Shimizu Corp Method for manufacturing waste body package
JP2012211923A (en) * 2012-07-03 2012-11-01 Shimizu Corp Method of manufacturing waste body package
CN108708752A (en) * 2018-07-27 2018-10-26 西南交通大学 The method that the tunnels TBM apply the supporting apparatus and beans gravel rockfill grouting of section of jurisdiction
CN108708752B (en) * 2018-07-27 2023-11-24 西南交通大学 Temporary supporting device for TBM tunnel construction segment and bean gravel backfill grouting method

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