WO2013057813A1 - Method for disposing of waste by displacement of deep-seated sea-bottom sediments via injection of waterproof (radioprotective) clay - Google Patents
Method for disposing of waste by displacement of deep-seated sea-bottom sediments via injection of waterproof (radioprotective) clay Download PDFInfo
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- WO2013057813A1 WO2013057813A1 PCT/JP2011/074108 JP2011074108W WO2013057813A1 WO 2013057813 A1 WO2013057813 A1 WO 2013057813A1 JP 2011074108 W JP2011074108 W JP 2011074108W WO 2013057813 A1 WO2013057813 A1 WO 2013057813A1
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- G—PHYSICS
- G21—NUCLEAR PHYSICS; NUCLEAR ENGINEERING
- G21F—PROTECTION AGAINST X-RADIATION, GAMMA RADIATION, CORPUSCULAR RADIATION OR PARTICLE BOMBARDMENT; TREATING RADIOACTIVELY CONTAMINATED MATERIAL; DECONTAMINATION ARRANGEMENTS THEREFOR
- G21F9/00—Treating radioactively contaminated material; Decontamination arrangements therefor
- G21F9/04—Treating liquids
- G21F9/06—Processing
- G21F9/16—Processing by fixation in stable solid media
- G21F9/162—Processing by fixation in stable solid media in an inorganic matrix, e.g. clays, zeolites
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- G—PHYSICS
- G21—NUCLEAR PHYSICS; NUCLEAR ENGINEERING
- G21F—PROTECTION AGAINST X-RADIATION, GAMMA RADIATION, CORPUSCULAR RADIATION OR PARTICLE BOMBARDMENT; TREATING RADIOACTIVELY CONTAMINATED MATERIAL; DECONTAMINATION ARRANGEMENTS THEREFOR
- G21F9/00—Treating radioactively contaminated material; Decontamination arrangements therefor
- G21F9/28—Treating solids
- G21F9/30—Processing
- G21F9/301—Processing by fixation in stable solid media
- G21F9/302—Processing by fixation in stable solid media in an inorganic matrix
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- G—PHYSICS
- G21—NUCLEAR PHYSICS; NUCLEAR ENGINEERING
- G21F—PROTECTION AGAINST X-RADIATION, GAMMA RADIATION, CORPUSCULAR RADIATION OR PARTICLE BOMBARDMENT; TREATING RADIOACTIVELY CONTAMINATED MATERIAL; DECONTAMINATION ARRANGEMENTS THEREFOR
- G21F9/00—Treating radioactively contaminated material; Decontamination arrangements therefor
- G21F9/28—Treating solids
- G21F9/34—Disposal of solid waste
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- G—PHYSICS
- G21—NUCLEAR PHYSICS; NUCLEAR ENGINEERING
- G21F—PROTECTION AGAINST X-RADIATION, GAMMA RADIATION, CORPUSCULAR RADIATION OR PARTICLE BOMBARDMENT; TREATING RADIOACTIVELY CONTAMINATED MATERIAL; DECONTAMINATION ARRANGEMENTS THEREFOR
- G21F9/00—Treating radioactively contaminated material; Decontamination arrangements therefor
- G21F9/28—Treating solids
- G21F9/34—Disposal of solid waste
- G21F9/36—Disposal of solid waste by packaging; by baling
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- Environmental & Geological Engineering (AREA)
- Processing Of Solid Wastes (AREA)
Abstract
[Purpose] Waste disposal, particularly, radioactive waste disposal has become a grave social problem. In order to solve this problem appropriately for the purpose, "a method for disposing of waste by displacement of deep-seated bottom sediments" (JP3000193) was invented in 1999. The purpose of the present invention is to improve this technique and make use of the improved technique for solving the problem. [Problem] Faults, sand layers or gravel layers exist in deep-seated bottom sediments and form a groundwater artery. There is a risk that contaminated water resulting from the waste which has been disposed of by the displacement may pass through a stratum and/or the groundwater artery to cause groundwater contamination. [Solution] A method for disposing of waste by the displacement of deep-seated bottom sediments via the injection of a waterproof (radioprotective) clay, characterized by previously injecting a waterproof (radioprotective) clay into deep-seated bottom sediments before the injection of waste thereinto to thereby insulate the groundwater present in the deep-seated bottom sediments from the injected waste.
Description
本願発明は防水(放射能防御)粘土を圧入する廃棄物の水底地盤深層置換処理法に関する。
TECHNICAL FIELD The present invention relates to a method of bottom sediment deep floor replacement treatment of wastes into which waterproof (radioactive protection) clay is injected.
従来の廃棄物は海域を鋼矢板等で仕切りこの中に埋め立て処分を行ない表面の覆土を行なうもので、雨水による滲出汚水など環境破壊につながる事が多かった。
また、焼却処分についても排ガスによる大気汚染など環境破壊が生じてきた。
さらに、従来の水域の埋め立てや焼却による廃棄物の処理方法では、コストの上でも、技術的にも 処分地の立地が大きな社会問題となっている。
このため、1999年に、(JP3000193)「廃棄物の底泥深層置換処理法」を発明した。この技術は、ケイシングを底泥深く挿入して、底泥深層に廃棄物を注入処理を行う、廃棄物の海底泥深く圧入処理技術である。
特許公報3000193号
Conventional wastes are used to partition the sea area with steel sheet piles, etc. for landfill disposal and to cover the surface, often leading to environmental damage such as leachate from rain water.
In the case of incineration disposal, environmental destruction such as air pollution by exhaust gas has occurred.
Furthermore, with conventional methods for waste disposal by landfill and incineration, the location of the disposal site is a major social problem, both in terms of cost and technology.
For this reason, in 1999, (JP 3000193) invented "the bottom sediment replacement method for wastes". This technology is a deep-seafloor indenting technology for waste, which inserts ceasing deep into the bottom and injects waste into the deep bottom of the bottom.
Patent publication 3000193
また、焼却処分についても排ガスによる大気汚染など環境破壊が生じてきた。
さらに、従来の水域の埋め立てや焼却による廃棄物の処理方法では、コストの上でも、技術的にも 処分地の立地が大きな社会問題となっている。
このため、1999年に、(JP3000193)「廃棄物の底泥深層置換処理法」を発明した。この技術は、ケイシングを底泥深く挿入して、底泥深層に廃棄物を注入処理を行う、廃棄物の海底泥深く圧入処理技術である。
In the case of incineration disposal, environmental destruction such as air pollution by exhaust gas has occurred.
Furthermore, with conventional methods for waste disposal by landfill and incineration, the location of the disposal site is a major social problem, both in terms of cost and technology.
For this reason, in 1999, (JP 3000193) invented "the bottom sediment replacement method for wastes". This technology is a deep-seafloor indenting technology for waste, which inserts ceasing deep into the bottom and injects waste into the deep bottom of the bottom.
水底の深層地盤は一朝に形成されたものでなく、何千、何万年の年月を要して構成されたもので、この間いろんな天変地異があり、深層地盤には断層や砂層、礫層が存在し、地下水脈となっている。
このため、水底深層地盤に置換処理された廃棄物の汚染水が地層や地下水脈を通じて流出するなど、地下水を汚染する原因となる。
更に、放射能廃棄物を水底地盤深く置換処理法で処理しようとする場合にも同じ問題が生じる。 The deep ground in the seabed was not formed in a single morning, but was constructed over several thousands of years, and during this period there were various weather anomalies, and in the deep ground there were faults, sand layers and ridges. There are strata, which are underground water veins.
For this reason, the contaminated water of the waste material which has been treated by replacement to the bottom of the water floor may cause the groundwater to be polluted, for example, to flow out through the stratum or the underground water vein.
Furthermore, the same problem arises when radioactive waste is to be treated by the displacement treatment method deep in the water floor.
このため、水底深層地盤に置換処理された廃棄物の汚染水が地層や地下水脈を通じて流出するなど、地下水を汚染する原因となる。
更に、放射能廃棄物を水底地盤深く置換処理法で処理しようとする場合にも同じ問題が生じる。 The deep ground in the seabed was not formed in a single morning, but was constructed over several thousands of years, and during this period there were various weather anomalies, and in the deep ground there were faults, sand layers and ridges. There are strata, which are underground water veins.
For this reason, the contaminated water of the waste material which has been treated by replacement to the bottom of the water floor may cause the groundwater to be polluted, for example, to flow out through the stratum or the underground water vein.
Furthermore, the same problem arises when radioactive waste is to be treated by the displacement treatment method deep in the water floor.
このため、これらの問題を解決するため、あらかじめ廃棄物を投入する前に防水粘土を、(放射能廃棄物の場合に放射能防御粘土を)注入し、この中に廃棄物を圧入することにより、廃棄物の汚染水や放射能が水底深層地盤内への流出を防止しようとするものである。さらに、放射能廃棄物を処理する場合には、放射能の吸着性の強い粘土鉱物を使用する事により、放射性廃棄物の放射能を防御することが可能である。
For this reason, in order to solve these problems, it is necessary to inject waterproof clay (in the case of radioactive waste, radioactively protected clay in the case of radioactive waste) and inject the waste into it before introducing waste in advance. Contaminated water and radiation from wastes are intended to prevent runoff into the deep underground. Furthermore, when treating radioactive waste, it is possible to protect the radioactivity of the radioactive waste by using a clay mineral having strong adsorptivity of radioactivity.
防水粘土は公知のベントナイト、油性粘土などゲル状の防水粘土であり、特に放射能廃棄物を処理しようとする場合には放射能の吸着性の高い公知のモンモリナイト等の粘土鉱物を主成分とした防水粘土を使用する。
The waterproof clay is a gelled waterproof clay such as well-known bentonite and oily clay, and in particular, when treating radioactive waste, it is mainly composed of a known clay mineral such as montmorillonite which has high adsorptivity of radioactivity. Use waterproof clay.
The waterproof clay is a gelled waterproof clay such as well-known bentonite and oily clay, and in particular, when treating radioactive waste, it is mainly composed of a known clay mineral such as montmorillonite which has high adsorptivity of radioactivity. Use waterproof clay.
水底地盤深く挿入された廃棄物外圧は均しく、安定した格納構造である。
(一般の廃棄物)
水底地盤深くケイシングを挿入し、ケイシング上端より、あらかじめ挿入された防水粘土により、底泥深層の断層や地下水脈の遮断された格納効果を有する。
廃棄物の圧入により、 水底地盤深く挿入された廃棄物は外気に曝すことなく、また、飛散や悪臭を防止する格納効果を有する。 The waste external pressure deeply inserted into the waterbed is uniform and stable storage structure.
(General waste)
The bottom of the bottom of the bottom is inserted with ceasing, and by the pre-inserted waterproof clay from the top of ceasing, it has the blocking effect of the fault of the deep mud layer and the underground water vein.
By the injection of waste, the waste deeply inserted into the bottom of the ground does not expose to the air, and has a storage effect to prevent scattering and odor.
(一般の廃棄物)
水底地盤深くケイシングを挿入し、ケイシング上端より、あらかじめ挿入された防水粘土により、底泥深層の断層や地下水脈の遮断された格納効果を有する。
廃棄物の圧入により、 水底地盤深く挿入された廃棄物は外気に曝すことなく、また、飛散や悪臭を防止する格納効果を有する。 The waste external pressure deeply inserted into the waterbed is uniform and stable storage structure.
(General waste)
The bottom of the bottom of the bottom is inserted with ceasing, and by the pre-inserted waterproof clay from the top of ceasing, it has the blocking effect of the fault of the deep mud layer and the underground water vein.
By the injection of waste, the waste deeply inserted into the bottom of the ground does not expose to the air, and has a storage effect to prevent scattering and odor.
(、放射能汚染廃棄物)
更に、放射能汚染廃棄物については、図2、図3に示すように、水中の水底地盤深く、放射能防護粘土の中に圧入された放射能汚染廃棄物の放射能汚染防止効果は(1)放射能防護粘土による防御効果。(2)水底地盤深く埋設の効果。(3)水の放射能遮断効果が大きく、水底下深層地盤内に保存された放射性廃棄物場所は最も頑強な中性子の放射能からも防御される。
このように、放射能汚染廃棄物は幾重にも防護された格納効果がある。 (, Radioactively contaminated waste)
Furthermore, as for radioactively contaminated waste, as shown in Fig. 2 and Fig. 3, the radioactive contamination prevention effect of radioactively contaminated waste injected into the radiation-protected clay is deep under the water in the water. ) Protective effect by radioactive protective clay. (2) Effects of undergrounding deep under the water floor. (3) The radiation blocking effect of water is large, and the radioactive waste site stored in the deep underground is protected from the most robust neutron radiation.
Thus, radioactively contaminated waste has a multi-layered protection effect.
更に、放射能汚染廃棄物については、図2、図3に示すように、水中の水底地盤深く、放射能防護粘土の中に圧入された放射能汚染廃棄物の放射能汚染防止効果は(1)放射能防護粘土による防御効果。(2)水底地盤深く埋設の効果。(3)水の放射能遮断効果が大きく、水底下深層地盤内に保存された放射性廃棄物場所は最も頑強な中性子の放射能からも防御される。
このように、放射能汚染廃棄物は幾重にも防護された格納効果がある。 (, Radioactively contaminated waste)
Furthermore, as for radioactively contaminated waste, as shown in Fig. 2 and Fig. 3, the radioactive contamination prevention effect of radioactively contaminated waste injected into the radiation-protected clay is deep under the water in the water. ) Protective effect by radioactive protective clay. (2) Effects of undergrounding deep under the water floor. (3) The radiation blocking effect of water is large, and the radioactive waste site stored in the deep underground is protected from the most robust neutron radiation.
Thus, radioactively contaminated waste has a multi-layered protection effect.
(作業開始の前処理)
廃棄物を圧入しようとする水底地盤深くにケイシング1を挿入し、あらかじめ防水(放射能防御)粘土を十分圧入した後、廃棄物を注入することにより、水底深層地盤が廃棄物に直接触れる事無く、水底地盤深く廃棄物を処理しようとするものである。 (Pre-processing of work start)
Insert thecasing 1 deep into the bottom of the water floor where the waste is to be injected, and press in the waterproof (radioactive protection) clay in advance, and then inject the waste, so that the bottom of the water floor does not directly touch the waste. The bottom of the water floor is intended to treat waste.
廃棄物を圧入しようとする水底地盤深くにケイシング1を挿入し、あらかじめ防水(放射能防御)粘土を十分圧入した後、廃棄物を注入することにより、水底深層地盤が廃棄物に直接触れる事無く、水底地盤深く廃棄物を処理しようとするものである。 (Pre-processing of work start)
Insert the
(完了後の処理)
底泥深層置換処理の終了後、防水(放射能防御)粘土投入し、廃棄物を防水(放射能防御)粘土で密閉する。
完了に当って、ケイシング内に底泥を十分満たした後、ケイシングを引き抜く。 (Process after completion)
After the bottom mud replacement process, waterproof (radioactive protection) clay is added, and the waste is sealed with waterproof (radioactive protection) clay.
Upon completion, after the bottom of the ceasing is sufficiently filled, the ceasing is pulled out.
底泥深層置換処理の終了後、防水(放射能防御)粘土投入し、廃棄物を防水(放射能防御)粘土で密閉する。
完了に当って、ケイシング内に底泥を十分満たした後、ケイシングを引き抜く。 (Process after completion)
After the bottom mud replacement process, waterproof (radioactive protection) clay is added, and the waste is sealed with waterproof (radioactive protection) clay.
Upon completion, after the bottom of the ceasing is sufficiently filled, the ceasing is pulled out.
(廃棄物の地下汚染防止)
廃棄物を水底地盤深くに圧入処理を行うまえに、あらかじめ防水(放射能防御)粘土を圧入し、圧入した廃棄物と底泥深層の地下水を遮断することにより廃棄物の地下水汚染を防止する。 (Preventing underground pollution of waste)
Before injecting waste into deep underground, waterproof (radioactive defense) clay is injected in advance, and ground water contamination of waste is prevented by blocking the injected waste and underground water of bottom mud layer.
廃棄物を水底地盤深くに圧入処理を行うまえに、あらかじめ防水(放射能防御)粘土を圧入し、圧入した廃棄物と底泥深層の地下水を遮断することにより廃棄物の地下水汚染を防止する。 (Preventing underground pollution of waste)
Before injecting waste into deep underground, waterproof (radioactive defense) clay is injected in advance, and ground water contamination of waste is prevented by blocking the injected waste and underground water of bottom mud layer.
放射能廃棄物については防水粘土の粘土鉱物に放射能の吸着性の高い公知の粘土鉱物を使用する事により放射能の遮断作用が高められる。
(完了後)
底泥深層置換処理の完了後、図3に示すような、ケイシングの開口部を8の底泥等で密閉し、底泥下の廃棄物内に達するパイプを設置し、設置されたパイプ7によって廃棄物内の圧力を外水位以下に保持することにより滲出汚水を防止する。
一般的には廃棄物より発生するガスをパイプ7で自然に放出することにより内圧が低下する。 With regard to radioactive waste, the use of a known clay mineral having high adsorptivity of radioactivity to the clay mineral of waterproof clay can enhance the activity blocking action.
(After completion)
After completion of the bottom mud replacement process, as shown in FIG. 3, the opening of the caisce is sealed with the bottom mud of 8 and a pipe reaching the waste under the bottom mud is installed and the installedpipe 7 is installed. Prevent the leachate by keeping the pressure in the waste below the water level.
Generally, the internal pressure is lowered by naturally releasing the gas generated from the waste through thepipe 7.
(完了後)
底泥深層置換処理の完了後、図3に示すような、ケイシングの開口部を8の底泥等で密閉し、底泥下の廃棄物内に達するパイプを設置し、設置されたパイプ7によって廃棄物内の圧力を外水位以下に保持することにより滲出汚水を防止する。
一般的には廃棄物より発生するガスをパイプ7で自然に放出することにより内圧が低下する。 With regard to radioactive waste, the use of a known clay mineral having high adsorptivity of radioactivity to the clay mineral of waterproof clay can enhance the activity blocking action.
(After completion)
After completion of the bottom mud replacement process, as shown in FIG. 3, the opening of the caisce is sealed with the bottom mud of 8 and a pipe reaching the waste under the bottom mud is installed and the installed
Generally, the internal pressure is lowered by naturally releasing the gas generated from the waste through the
図1に示すように、ケイシング1を底泥2深く挿入し、防水(放射能防御)粘土をポンプや図に示すホッパ-5に投入し十分水底地盤内に注入する。
その後、図2に示す様にケイシング内に廃棄物を注入すると廃棄物4はケイシング1の中を落下し、廃棄物の圧力によって、水底地盤(泥)を押しのけて、水底地盤(泥)深く図2のように廃棄物と水底地盤(泥)深く置換される。
廃棄物の注入が完了すれば、廃棄物の代わりに防水(放射能防御)粘土を投入し、底泥などの間詰材8を投入し、圧力のバランスをとってケイシングを引き抜く。
時には、この作業と前後して、水底地盤深く注入された廃棄物に達するガス抜きパイプ7を挿入し、図3の状態とで廃棄物の管理を行う。
As shown in FIG. 1, the
Thereafter, as shown in FIG. 2, when waste is injected into the caking, the
When the waste injection is completed, waterproof (radioactive) clay is put in place of the waste, the filler material 8 is put in the bottom mud, etc., and the pressure is balanced to pull out the caking.
Occasionally, the
0 防水(放射能防御)粘土
1 ケイシング
2 水底地盤
3 水
4 廃棄物
5 ホッパ-
6 フロウト
7 ガス、水抜きパイプ
8 間詰め材
9 積載荷重
0 Water resistant (radioactive protection)
6
Claims (1)
- 水底地盤深くケイシングを挿入し、廃棄物を底泥深層に圧入処理を行う「廃棄物の底泥深層置換処理法(JP3000193)」において、廃棄物の圧入処理を行う前に、あらかじめ防水(放射能防御)粘土を圧入し、圧入した廃棄物と深層地盤を遮断することを特徴とした防水(放射能防御)粘土を圧入する廃棄物の水底深層地盤置換処理法 In the “Bottom sediment replacement method for waste (JP3000193)”, in which caking is inserted deep into the bottom of the water and the waste is pressed into the deep sediment of the bottom (JP3000193), waterproofing ( Defense) A bottom layer soil replacement treatment method for waste infused with waterproof (radioactive defense) clay characterized by injecting clay and blocking the injected waste and deep ground.
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JP2013539456A JP6078710B2 (en) | 2011-10-20 | 2011-10-20 | Water bottom deep ground replacement method for wastes injected with waterproof (radioactive defense) clay |
PCT/JP2011/074108 WO2013057813A1 (en) | 2011-10-20 | 2011-10-20 | Method for disposing of waste by displacement of deep-seated sea-bottom sediments via injection of waterproof (radioprotective) clay |
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PCT/JP2011/074108 WO2013057813A1 (en) | 2011-10-20 | 2011-10-20 | Method for disposing of waste by displacement of deep-seated sea-bottom sediments via injection of waterproof (radioprotective) clay |
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Citations (4)
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JPS5223872A (en) * | 1975-08-19 | 1977-02-23 | Nippon Kokan Kk <Nkk> | Contaminated waste disposal |
US4973194A (en) * | 1988-08-08 | 1990-11-27 | The United States Of America As Represented By The Secretary Of Commerce | Method for burial and isolation of waste sludge |
JP3000193B2 (en) * | 1994-12-03 | 2000-01-17 | 赤井 功 | Wastewater sediment replacement method for waste waste |
JP2003185796A (en) * | 2001-12-19 | 2003-07-03 | Shimizu Corp | Method of filling buried waste for cutting off water and filler |
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2011
- 2011-10-20 WO PCT/JP2011/074108 patent/WO2013057813A1/en active Application Filing
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JPS5223872A (en) * | 1975-08-19 | 1977-02-23 | Nippon Kokan Kk <Nkk> | Contaminated waste disposal |
US4973194A (en) * | 1988-08-08 | 1990-11-27 | The United States Of America As Represented By The Secretary Of Commerce | Method for burial and isolation of waste sludge |
JP3000193B2 (en) * | 1994-12-03 | 2000-01-17 | 赤井 功 | Wastewater sediment replacement method for waste waste |
JP2003185796A (en) * | 2001-12-19 | 2003-07-03 | Shimizu Corp | Method of filling buried waste for cutting off water and filler |
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JPWO2013057813A1 (en) | 2015-04-02 |
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