JPH0868231A - Structure for storing water insoluble material or water slightly soluble material and method of storing the material - Google Patents

Structure for storing water insoluble material or water slightly soluble material and method of storing the material

Info

Publication number
JPH0868231A
JPH0868231A JP6207672A JP20767294A JPH0868231A JP H0868231 A JPH0868231 A JP H0868231A JP 6207672 A JP6207672 A JP 6207672A JP 20767294 A JP20767294 A JP 20767294A JP H0868231 A JPH0868231 A JP H0868231A
Authority
JP
Japan
Prior art keywords
water
cavity
ground
substance
bag body
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP6207672A
Other languages
Japanese (ja)
Other versions
JP3106871B2 (en
Inventor
Naohito Uyama
尚仁 宇山
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Obayashi Corp
Original Assignee
Obayashi Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Obayashi Corp filed Critical Obayashi Corp
Priority to JP06207672A priority Critical patent/JP3106871B2/en
Publication of JPH0868231A publication Critical patent/JPH0868231A/en
Application granted granted Critical
Publication of JP3106871B2 publication Critical patent/JP3106871B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use

Abstract

PURPOSE: To make it possible to store a material inside an envelop in an airtight state, and what is more, to store the material under the application of a pressure load by filling water in a cavity formed underground and inserting an envelop made of a porous film member and storing a water insoluble material or a water slightly soluble material in the envelop by way of a transfer pipeline against water pressure. CONSTITUTION: A cavity 2 is formed at a specified depth of a ground 1. While holding a specified water level in a shaft 3 installed to allow the cavity 2 to communicate with the ground surface, filling water 10 is filled in the cavity 2. An envelop made of a porous film member is installed into the cavity 2. A storage material 7, which comprises a nonwater soluble material or a water insoluble material is fed into the envelope by way of a delivery pipeline 6 from the ground and stored inside the envelope 5 while it is expanding the envelope 5 against the water pressure by the filing water 10. The material 7 is stored in airtight inside the envelope 5 with a water film formed by a surface tension of the filling water 10 prevailing in each fine hole of the porous film member which constitutes the envelop 5. The material 7 is stored in the cavity 2 under the application of a specific pressure load produced by a static pressure of the filling water 10 in the cavity 2 determined by the water level in the shaft 3.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、例えばLPG、石油
類、その他の各種気体などからなる非水溶性物質又は難
水溶性物質の貯蔵構造及びこれらの物質の貯蔵方法に関
し、特に、地中に形成した空洞を利用した非水溶性物質
又は難水溶性物質の貯蔵構造及びこれらの物質の貯蔵方
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a storage structure for non-water-soluble substances or sparingly water-soluble substances such as LPG, petroleum, and various other gases, and a storage method for these substances, and particularly The present invention relates to a storage structure for a water-insoluble substance or a poorly water-soluble substance using the formed cavity and a storage method for these substances.

【0002】[0002]

【従来の技術】一般に、石油やガスやその他のエネルギ
ー資源を貯蔵するための貯蔵タンクとして、鉄やその他
の金属製の材料からなる貯蔵タンクが知られている。こ
れらの貯蔵タンクは、金属自体が持つ液密性・気密性を
利用してその安全性を確保するもので、地上あるいは地
中に設置されて用いられている。
2. Description of the Related Art Generally, as a storage tank for storing oil, gas and other energy resources, a storage tank made of iron or other metal material is known. These storage tanks secure the safety by utilizing the liquid-tightness and airtightness of the metal itself, and are installed on the ground or in the ground.

【0003】一方、近年、特にエネルギー資源の重要性
が叫ばれるようになったことから、大容量の貯蔵タンク
の開発が望まれるとともに、金属製の材料からなる貯蔵
タンクでは大容量の貯蔵タンクを経済的に構築すること
が困難であるため、かかる従来の金属製の貯蔵タンクに
代わるものとして、地中に形成された岩盤空洞を利用し
た大容量の岩盤タンクが実施化されている。
On the other hand, in recent years, the importance of energy resources has come to be particularly emphasized. Therefore, the development of a large-capacity storage tank is desired, and in the case of a storage tank made of a metal material, a large-capacity storage tank is required. Since it is difficult to construct economically, a large-capacity rock tank using rock cavities formed in the ground has been implemented as an alternative to the conventional metal storage tank.

【0004】かかる岩盤タンクは、地下水位より下方の
岩盤に地下空洞を形成し、タンクの安全性に必要な液密
性・気密性は、岩盤内の微細な亀裂を経てタンクの外周
に負荷される水圧によって貯蔵物を封じ込めるというい
わゆる「水封の原理」よって保持するものである。そし
てこの水封式岩盤タンクによれば、大容量のエネルギー
資源の貯蔵が可能となることに加えて、地上の火災等に
対しても安全であるとともに自然の景観や自然環境を最
大限に維持でき、また地表の利用状況に応じて土地を立
体的に活用することができ、さらに地表設備を最小限の
ものに留めることができるとともに維持管理の省力化を
図ることができるという利点を有する。
Such a bedrock tank forms an underground cavity in the bedrock below the groundwater level, and the liquid-tightness and airtightness necessary for the safety of the tank are applied to the outer circumference of the tank through minute cracks in the bedrock. It is held by the so-called "water-sealing principle", in which the stored material is contained by the water pressure. This water-sealed bedrock tank can store large-capacity energy resources, is safe from fires on the ground, and maximizes the natural scenery and environment. In addition, there are advantages that the land can be utilized three-dimensionally according to the usage condition of the surface of the earth, the surface equipment can be kept to the minimum, and the labor of the maintenance can be saved.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記水
封式の岩盤タンクは、上述の如き利点を有する一方で、
液密性・気密性を得るための岩盤内の地下水位を確保す
ることが困難であるとともに、岩盤の亀裂の状態や透水
性を正確に把握することが困難であるため、岩盤の亀裂
が大きく透水性が高い場合には、タンク内への湧水量が
増加して排水処理の負担が増すとともに、地下水位の低
下を来して所望の液密性・気密性を得ることが出来なく
なる惧れがあるという課題がある。また、かかる場合に
は、岩盤内の亀裂に例えばセメントグラウトなどを流し
込み、亀裂を目詰まりさせて岩盤の透水性を調整する方
法が提案されているが、グラウトによる透水性の改良効
果を正確に把握することが困難であるとともに、かかる
グラウト作業のために多大な費用を必要とするという課
題がある。さらに、例えば岩盤タンクとしての岩盤トン
ネルの掘削施工中に、地下水位が低下して亀裂から地下
水が流出すること等により、ひとたび岩盤が不飽和状態
になると、当該岩盤を再び飽和状態に戻すのは困難であ
るため、岩盤トンネルの施工は、岩盤からの湧水状況を
慎重に管理しながら行なう必要があるという課題があ
る。
However, while the above water-sealed rock tank has the above-mentioned advantages,
It is difficult to secure the groundwater level in the bedrock to obtain liquid-tightness and air-tightness, and it is difficult to accurately grasp the state of the rock bed's cracks and water permeability. If the water permeability is high, the amount of spring water in the tank will increase and the burden of wastewater treatment will increase, and the groundwater level will drop, making it impossible to obtain the desired liquid-tightness and air-tightness. There is a problem that there is. Further, in such a case, a method of pouring cement grout or the like into the cracks in the bedrock to adjust the water permeability of the bedrock by clogging the cracks is proposed, but the effect of improving the water permeability by the grout is accurately proposed. There is a problem in that it is difficult to grasp, and a great amount of money is required for such grout work. Furthermore, for example, during excavation of a rock tunnel as a rock tank, once the rock becomes unsaturated due to a decrease in groundwater level and groundwater flowing out from cracks, etc. Since it is difficult, construction of a rock tunnel has a problem that it is necessary to carefully manage the situation of spring water from the rock.

【0006】そこで、この発明は、かかる従来の課題を
解決するためになされたもので、地中に形成した空洞内
にエネルギー資源たる非水溶性物質又は難水溶性物質を
貯蔵するための貯蔵構造及び貯蔵方法であって、空洞周
囲の地盤が岩盤である否かにかかわらず、また岩盤であ
る場合でも岩盤内の亀裂の状況や当該亀裂内における地
下水の飽和状況にかかわらず、簡易な構成によって貯蔵
物質を貯蔵するのに必要な液密性・気密性を確保して、
非水溶性物質又は難水溶性物質を容易かつ安全に地下空
洞内に貯蔵することのできる非水溶性物質又は難水溶性
物質の貯蔵構造及びこれらの物質の貯蔵方法を提供する
ことを目的とするものである。
Therefore, the present invention has been made in order to solve such a conventional problem, and has a storage structure for storing a water-insoluble substance or a poorly water-soluble substance as an energy resource in a cavity formed in the ground. And the storage method, whether or not the ground around the cavity is rock, and even if it is rock, regardless of the condition of cracks in the rock or the saturation of groundwater in the cracks, a simple configuration To secure the liquid-tightness and air-tightness necessary to store the storage substance,
An object of the present invention is to provide a storage structure of a water-insoluble substance or a sparingly water-soluble substance capable of easily and safely storing a water-insoluble substance or a sparingly water-soluble substance in an underground cavity, and a storage method for these substances. It is a thing.

【0007】[0007]

【課題を解決するための手段】この発明は、上記目的を
達成するためになされたもので、その要旨は、地中に形
成された空洞と、該空洞内に充填された充填水と、該空
洞内に挿入設置された有孔性膜部材からなる袋体と、該
袋体の内部と連通して設置された輸送配管を介して該袋
体内に給送されることにより、該袋体を充填水の水圧に
抗して押し拡げて当該袋体内に貯蔵される非水溶性物質
又は難水溶性物質とからなることを特徴とする非水溶性
物質又は難水溶性物質の貯蔵構造にある。
The present invention has been made in order to achieve the above object, and its gist is to provide a cavity formed in the ground, filling water filled in the cavity, and The bag body is formed by inserting the bag body made of a perforated membrane member inserted into the cavity into the bag body through a transportation pipe installed so as to communicate with the inside of the bag body. A storage structure for a water-insoluble substance or a water-insoluble substance, characterized by comprising a water-insoluble substance or a water-insoluble substance which is stored in the bag body by being pushed and spread against the water pressure of the filling water.

【0008】ここで、この発明における空洞は、当該貯
蔵構造のために新たに掘削形成されるトンネル、縦穴そ
の他の地下空洞の他、廃坑や自然に形成された天然の空
洞等種々の空洞を使用することができる。
Here, as the cavity in the present invention, various cavities such as tunnels, vertical holes and other underground cavities newly excavated for the storage structure, abandoned mines and naturally formed cavities are used. can do.

【0009】また、空洞内に充填される充填水は、地上
から給送される水道水や湖水、河川水等の他、地下水等
をそのまま使用することができ、また、これらの水にグ
ラウト等を混入してその比重を調整したものを使用する
こともできる。すなわち、人為的に投入されるものの
他、自然水をも利用することができる。
As the filling water to be filled in the cavity, tap water, lake water, river water, etc., as well as ground water, etc. can be used as they are, and these water can be used as grout or the like. It is also possible to use a mixture of which the specific gravity is adjusted. That is, natural water can be used in addition to artificially added water.

【0010】さらに、上記記載における有孔性膜部材か
らなる袋体とは、水が接触すると水の表面張力により水
膜を形成し得るような微細な孔を多数有する、例えば布
地、織物、スポンジ等からなる膜部材を用いて形成され
た袋体をいう。
Further, the bag body made of the porous membrane member in the above description has a large number of fine pores capable of forming a water film by the surface tension of water when contacting with water, for example, cloth, woven fabric, sponge. It refers to a bag body formed by using a film member made of, for example,

【0011】そして、この発明の他の要旨は、立坑を経
て地上と連絡して地中に形成された空洞内に、充填水を
充填するとともに有孔性膜部材からなる袋体を挿入設置
し、前記立坑を介して地上と前記袋体の内部とを連通す
る輸送配管を配置し、該輸送配管を介して非水溶性物質
又は難水溶性物質からなる貯蔵物質を前記袋体内に給送
することにより前記袋体を充填水の水圧に抗して押し拡
げ、前記貯蔵物質を、前記袋体内に、袋体の外周からの
充填水による水圧が負荷された状態で気密貯蔵すること
を特徴とする非水溶性物質又は難水溶性物質の貯蔵方法
にある。
Another feature of the present invention is to connect the ground through a vertical shaft and fill the inside of a cavity formed in the ground with filling water and insert and install a bag body made of a porous membrane member. , A transportation pipe that connects the ground and the inside of the bag body through the shaft is provided, and a storage substance made of a water-insoluble substance or a poorly water-soluble substance is fed into the bag body through the transportation pipe. By expanding the bag body against the water pressure of the filling water by the above, the storage material is stored airtight in the bag body in a state in which the water pressure of the filling water from the outer periphery of the bag body is loaded. The method of storing a water-insoluble substance or a poorly water-soluble substance.

【0012】なお、上記記載において、立坑とは、地上
と空洞とを連通する坑道を意味し、鉛直方向に形成され
るいわゆる立坑の他に斜坑等も含むものである。
In the above description, the vertical shaft means a shaft that connects the ground and the cavity, and includes not only so-called vertical shafts formed in the vertical direction but also inclined shafts.

【0013】[0013]

【作用】この発明の非水溶性物質又は難水溶性物質の貯
蔵構造によれば、袋体を水圧に抗して押し拡げて当該袋
体内に貯蔵される非水溶性物質又は難水溶性物質は、袋
体を構成する有孔性膜部材の各微細孔に表面張力により
形成された水膜及び充填水による水圧によって、かつそ
の非水溶性又は難水溶性の物性によって、袋体の外部に
流出することなく袋体の内部に気密状態で保持されると
ともに、空洞内に充填された充填水からの静水圧によ
り、所定の圧力が負荷された状態で空洞内に貯蔵され
る。また、貯蔵物質に負荷するための所望の圧力は、自
然又は周辺の地下水位の高低にかかわらず、空洞の上方
における充填水の水位を調整することにより容易に管理
することができる。
According to the storage structure of the water-insoluble substance or the slightly water-soluble substance of the present invention, the water-insoluble substance or the slightly water-soluble substance stored in the bag body by expanding the bag body against water pressure is , Out of the bag due to the water film formed by the surface tension in each micropore of the porous membrane member constituting the bag and the water pressure due to the filling water, and due to its water-insoluble or slightly water-soluble physical property Without being carried out, the bag is held in an airtight state inside, and is stored in the cavity under a predetermined pressure by the hydrostatic pressure from the filling water filled in the cavity. Also, the desired pressure to load the storage material can be easily managed by adjusting the fill water level above the cavity, regardless of natural or surrounding ground water level.

【0014】そして、この発明の非水溶性物質又は難水
溶性物質の貯蔵方法によれば、地中の所定の深度に空洞
が形成された後は、地上からの作業によって、所定の圧
力が負荷された状態で貯蔵物質を容易に地下空洞内に貯
蔵することができる。
According to the method for storing a water-insoluble substance or a poorly water-soluble substance of the present invention, after a cavity is formed at a predetermined depth in the ground, a predetermined pressure is applied by the work from the ground. The stored material can easily be stored in the underground cavity in the stored state.

【0015】[0015]

【実施例】以下、この発明の非水溶性物質又は難水溶性
物質の貯蔵構造及びこれらの物質の貯蔵方法を添付図面
を参照しつつ詳細に説明する。図1はこの発明の一実施
例にかかる貯蔵構造30の全体構成を示すものである。
すなわち、この実施例の貯蔵構造物30は、地盤1の所
定の深度に形成された空洞2と、この空洞2と地上とを
連通すべく設けた立坑3内において所定の水位を保持し
つつ、空洞2内に充填される充填水10と、空洞2の内
部に挿入設置される有孔性膜部材からなる袋体5と、袋
体5の内部と地上とを連通する輸送配管としての受払パ
イプ6を介して地上から袋体5の内部に給送された貯蔵
物質7とによって構成されている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A storage structure for a water-insoluble substance or a poorly water-soluble substance and a storage method for these substances according to the present invention will be described in detail below with reference to the accompanying drawings. FIG. 1 shows the overall structure of a storage structure 30 according to an embodiment of the present invention.
That is, the storage structure 30 of this embodiment maintains a predetermined water level in the cavity 2 formed at a predetermined depth of the ground 1 and the vertical shaft 3 provided to connect the cavity 2 and the ground, Filling water 10 to be filled in the cavity 2, a bag body 5 made of a porous membrane member inserted and installed in the cavity 2, and a receiving pipe as a transportation pipe for communicating the inside of the bag body 5 with the ground. The storage material 7 is fed from the ground to the inside of the bag body 5 via 6.

【0016】ここで、貯蔵構造30を設置する地盤1
は、岩盤等の透水係数が僅かであるとともに安定した地
盤であることが望ましいが、形成された空洞2の形状を
保持することができ、かつ透水係数が小さくしかも充填
水10の立坑3内等における水位を一定に保つことが容
易であるため充填水による袋体1への所定の圧力を容易
に保持しうるような地盤であれば、粘土層やシルト層等
のその他の土質の地盤1にも設置することができる。
Here, the ground 1 on which the storage structure 30 is installed
It is desirable that the ground is stable and has a low hydraulic conductivity such as rock, but the shape of the formed cavity 2 can be retained, the hydraulic conductivity is small, and the filling water 10 is in the shaft 3 etc. Since it is easy to keep the water level at a constant level in the soil, if the soil can easily maintain the predetermined pressure applied to the bag 1 by the filling water, the soil 1 such as clay layer or silt layer can be used. Can also be installed.

【0017】また、貯蔵構造30を構成する空洞2は、
各種の既存のトンネル掘削工法や縦穴掘削工法を用いて
新たに掘削形成した空洞2の他、例えば鉱石の採掘のた
めに用いられていた廃坑や天然の空洞をそのまま利用す
ることもできる。
The cavity 2 forming the storage structure 30 is
In addition to the cavity 2 newly excavated and formed by using various existing tunnel excavation methods and vertical hole excavation methods, for example, an abandoned mine used for ore mining or a natural cavity can be used as it is.

【0018】そして、空洞2内に充填される充填水10
としては、水道水、湖水、河川水、海水、下水処理水等
を用いることができるほか、これらにグラウト、ベント
ナイト等の添加材を混入して比重を調整したものを用い
ることもできる。なお、地盤1の透水性により空洞2内
の充填水10が周囲の地盤1に流出しても、立坑3内に
充填水10を補充することにより、容易にその水位を所
定の高さに保持しておくことができる。
The filling water 10 filled in the cavity 2
As the water, tap water, lake water, river water, sea water, sewage-treated water, etc. can be used, and those in which an additive such as grout or bentonite is mixed to adjust the specific gravity can also be used. Even if the filling water 10 in the cavity 2 flows out to the surrounding soil 1 due to the water permeability of the soil 1, the filling water 10 is replenished in the vertical shaft 3 to easily maintain the water level at a predetermined height. You can keep it.

【0019】また、貯蔵構造30を構成する袋体5は、
有孔性膜部材すなわち布地、織物、スポンジ等の水が接
触するとその表面張力により水膜を形成し得るような微
細な孔を多数有する膜部材を袋状にして形成されたもの
で、折り畳み自在であるとともに、内部に貯蔵物質7が
給送され押し拡げられた状態においては、空洞2と略同
様の形状及び大きさとなるものである。また、袋体5の
上端部には、立坑3内に立設配置されて地上と連通する
受払パイプ6が取り付けられ、これを介して後述する貯
蔵物質7が袋体5の内部に給送される。
Further, the bag body 5 constituting the storage structure 30 is
A porous membrane member, that is, a membrane member having a large number of minute holes that can form a water film due to the surface tension of water such as cloth, woven fabric, sponge, etc. when it comes into contact with it In addition, in the state where the storage substance 7 is fed inside and pushed out, it has substantially the same shape and size as the cavity 2. Further, at the upper end of the bag body 5, a receiving and paying pipe 6 which is vertically arranged in the vertical shaft 3 and communicates with the ground is attached, through which a storage substance 7 described later is fed into the bag body 5. It

【0020】そして、袋体5すなわち空洞2の内部に貯
蔵される貯蔵物質7は、例えばLPG(液化石油ガ
ス)、石油類、その他の各種気体や液体などからなる、
エネルギー資源となりうるような物質で、かつ非水溶性
又は難水溶性のものである。すなわちかかる貯蔵物質7
は、地上から受払パイプ6を介して袋体5に給送され、
充填水10による水圧に抗して袋体5を押し拡げつつ袋
体5の内部に貯蔵される。そして、かかる貯蔵物質7
は、非水溶性又は難水溶性のものであるため、袋体5を
構成する有孔性膜部材の各微細孔に充填水10の表面張
力により形成された水膜によって、袋体5の外部に流出
することなく袋体5の内部に気密状態で貯蔵されるとと
もに、立坑3内の水位によって定まる空洞2内の充填水
の静水圧により、所定の圧力が負荷された状態で空洞2
内に貯蔵されることになる。なお、この実施例は、水よ
り比重の小さいLPGを貯蔵物質7として貯蔵するもの
で、図1に示すように、袋体5内の上部にはガス状のL
PG7aが袋体5内の中央部分には液状のLPG7bが
各々貯蔵されている。
The storage material 7 stored in the bag body 5, that is, the inside of the cavity 2, is made of, for example, LPG (liquefied petroleum gas), petroleum, or other various gases or liquids.
It is a substance that can serve as an energy resource and is insoluble or poorly soluble in water. Ie such storage material 7
Is fed from the ground to the bag body 5 through the receipt and payment pipe 6,
It is stored inside the bag body 5 while pushing and expanding the bag body 5 against the water pressure of the filling water 10. And such storage material 7
Is water-insoluble or sparingly water-soluble, so that the water film formed by the surface tension of the filling water 10 in each micropore of the porous membrane member forming the bag body 5 causes the outside of the bag body 5 to disappear. It is stored in an airtight state inside the bag body 5 without flowing out into the cavity 2 and is filled with a predetermined pressure by the hydrostatic pressure of the filling water in the cavity 2 which is determined by the water level in the vertical shaft 3.
Will be stored inside. In this embodiment, LPG having a specific gravity smaller than that of water is stored as the storage substance 7. As shown in FIG.
Liquid LPG 7b is stored in the central portion of the bag 5 of the PG 7a.

【0021】また、この実施例の貯蔵構造30では、袋
体5内の底部から立坑3を経て地上に連通開口する排水
パイプ8が立設配置され、これを介して袋体5内の底部
に流入堆積した流入水9を地上に排出できるようになっ
ている。すなわち、排水パイプ8はその下端部分に流入
水9中に浸漬する有孔部8aを有し、この排水パイプ8
内にポンプを設置することにより、当該流入水9を容易
に地上に排出することができる。
Further, in the storage structure 30 of this embodiment, a drainage pipe 8 which is open from the bottom of the bag body 5 to the ground through the vertical shaft 3 is vertically arranged, through which the drainage pipe 8 is provided at the bottom of the bag body 5. The inflow water 9 accumulated and discharged can be discharged to the ground. That is, the drainage pipe 8 has a perforated portion 8a at the lower end thereof which is immersed in the inflow water 9,
The inflow water 9 can be easily discharged to the ground by installing a pump inside.

【0022】そして、この実施例の貯蔵構造30を地中
に設置するには、まず空洞2と地上とを連絡すべく掘削
形成した立坑3を介して空洞2内に充填水10を充填す
る。また、折り畳んだ状態とした袋体5を立坑3を介し
て空洞2内に挿入設置するとともに、袋体5の上端部に
設けた受払パイプ6を立坑3に設置固定する。なお、空
洞2及び立坑3をドライな状態で形成しうるような地盤
の場合には、空洞2内に袋体5を設置した後に充填水1
0を充填することもできる。
In order to install the storage structure 30 of this embodiment in the ground, first, the filling water 10 is filled in the cavity 2 through the vertical shaft 3 formed by excavation to connect the cavity 2 to the ground. Further, the bag body 5 in the folded state is inserted and installed in the cavity 2 through the vertical shaft 3, and the receiving and paying pipe 6 provided at the upper end of the bag body 5 is installed and fixed in the vertical shaft 3. In addition, in the case of the ground in which the cavity 2 and the vertical shaft 3 can be formed in a dry state, the filling water 1 is provided after the bag body 5 is installed in the cavity 2.
It is also possible to fill 0.

【0023】そして、立坑3における充填水10の水位
を所定の高さに保ちつつ、空洞2内に設置した袋体5の
内部に、受払パイプ6を介して貯蔵物質7を圧送すれ
ば、圧送された貯蔵物質7によって袋体5は充填水10
による水圧に抗して押し拡げられ、この結果、貯蔵物質
7は、袋体5の内部に、袋体5の外周から充填水10に
よる所定の貯蔵圧力が負荷された状態で気密貯蔵される
ことになる。
Then, while the water level of the filling water 10 in the vertical shaft 3 is maintained at a predetermined height, the stored substance 7 is pumped into the bag body 5 installed in the cavity 2 through the receiving and receiving pipe 6. The bag 5 is filled with filling water 10 by the stored substance 7 thus stored.
As a result, the storage substance 7 is airtightly stored inside the bag body 5 under a predetermined storage pressure of the filling water 10 from the outer periphery of the bag body 5 as a result of being pushed and spread out against the water pressure due to. become.

【0024】すなわち、地中の空洞2及び立坑3が形成
された後は、主として地上からの作業により、貯蔵物質
7を所定の圧力が負荷された状態で容易に地下空洞2内
に貯蔵することができる。
That is, after the underground cavity 2 and the shaft 3 are formed, it is possible to easily store the storage substance 7 in the underground cavity 2 under a predetermined pressure, mainly by working from the ground. You can

【0025】また、必要時には、袋体5をちぢめた状態
で空洞2から出し入れすることができるため、空洞2や
袋体5の維持管理、補修等を簡易に行なえる他、周囲の
地盤1と貯蔵物質7は接触しないので、要求がある場合
には、開放点検を行うこともできる。
When necessary, the bag body 5 can be put in and taken out of the cavity 2 in a narrowed state, so that the cavity 2 and the bag body 5 can be easily maintained and repaired, and the surrounding ground 1 and The storage material 7 does not come into contact, so an open inspection can be performed if required.

【0026】さらに、貯蔵物質7の払い出しは、専用の
ポンプを用いる他、充填水10を注水することによって
行なうこともできる。
Further, the storage substance 7 can be dispensed by using a dedicated pump or by injecting the filling water 10.

【0027】[0027]

【発明の効果】以上詳細に説明したように、この発明の
非水溶性物質又は難水溶性物質の貯蔵構造によれば、袋
体の内部に給送された貯蔵物質は、袋体を構成する有孔
性膜部材の各微細孔に表面張力により形成された水膜に
よって、袋体の外部に流出することなく袋体の内部に気
密状態でかつ所定の圧力が負荷された状態で空洞内に貯
蔵される。すなわち、簡易な構成によって貯蔵物質を貯
蔵するのに必要な液密性・気密性を確保して、非水溶性
物質又は難水溶性物質を容易かつ安全に地下空洞内に貯
蔵することができる。
As described in detail above, according to the storage structure for a water-insoluble substance or a poorly water-soluble substance of the present invention, the storage substance fed into the inside of the bag constitutes the bag. Due to the water film formed by the surface tension in each micropore of the porous membrane member, the water is formed in the cavity inside the bag body in a hermetically sealed state and under a predetermined pressure without flowing out of the bag body. Stored. That is, the liquid-tightness and air-tightness necessary for storing the storage substance can be ensured with a simple structure, and the water-insoluble substance or the slightly water-soluble substance can be stored easily and safely in the underground cavity.

【0028】また、この発明の非水溶性物質又は難水溶
性物質の貯蔵方法によれば、地中の所定の深度に空洞が
形成された後、主として地上からの作業によって、所定
の圧力が負荷された状態で貯蔵物質を容易に地下空洞内
に貯蔵することができる。
Further, according to the method for storing a water-insoluble substance or a poorly water-soluble substance of the present invention, after a cavity is formed at a predetermined depth in the ground, a predetermined pressure is applied mainly by work from the ground. The stored material can easily be stored in the underground cavity in the stored state.

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

【図1】この発明の非水溶性物質又は難水溶性物質の貯
蔵構造の一実施例を示す、縦断面図である。
FIG. 1 is a longitudinal sectional view showing an embodiment of a storage structure for a water-insoluble substance or a poorly water-soluble substance of the present invention.

【符号の説明】[Explanation of symbols]

1 地盤 2 空洞 3 立坑 5 袋体 6 受払パイプ(輸送配管) 7 貯蔵物質 10 充填水 30 貯蔵構造 1 Ground 2 Cavity 3 Vertical Shaft 5 Bag 6 Receiving Pipe (Transportation Piping) 7 Storage Material 10 Filled Water 30 Storage Structure

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 地中に形成された空洞と、該空洞内に充
填された充填水と、該空洞内に挿入設置された有孔性膜
部材からなる袋体と、該袋体の内部と連通して設置され
た輸送配管を介して該袋体内に給送されることにより、
該袋体を充填水の水圧に抗して押し拡げて当該袋体内に
貯蔵される非水溶性物質又は難水溶性物質とからなるこ
とを特徴とする非水溶性物質又は難水溶性物質の貯蔵構
造。
1. A bag formed of a cavity formed in the ground, filling water filled in the cavity, a porous membrane member inserted and installed in the cavity, and the inside of the bag. By being fed into the bag body via a transportation pipe installed in communication,
Storage of a water-insoluble substance or a sparingly water-soluble substance, characterized by comprising a water-insoluble substance or a sparingly water-soluble substance stored in the bag body by expanding the bag body against the hydraulic pressure of filling water. Construction.
【請求項2】 立坑を経て地上と連絡して地中に形成さ
れた空洞内に、充填水を充填するとともに有孔性膜部材
からなる袋体を挿入設置し、前記立坑を介して地上と前
記袋体の内部とを連通する輸送配管を配置し、該輸送配
管を介して非水溶性物質又は難水溶性物質からなる貯蔵
物質を前記袋体内に給送することにより前記袋体を充填
水の水圧に抗して押し拡げ、前記貯蔵物質を、前記袋体
内に、袋体の外周からの充填水による水圧が負荷された
状態で気密貯蔵することを特徴とする非水溶性物質又は
難水溶性物質の貯蔵方法。
2. A bag which is filled with filling water and is made of a porous membrane member is inserted and installed in a cavity formed in the ground by communicating with the ground through a vertical shaft, and the bag is connected to the ground through the vertical shaft. A transportation pipe that communicates with the inside of the bag is arranged, and a storage substance made of a water-insoluble substance or a poorly water-soluble substance is fed into the bag through the transportation pipe to fill the bag with water. A water-insoluble substance or a poorly water-soluble substance, which is characterized in that it is expanded against the water pressure of, and the storage substance is hermetically stored in the bag body under the pressure of water pressure due to the filling water from the outer periphery of the bag body. Method of storing volatile substances.
JP06207672A 1994-08-31 1994-08-31 Storage structure of water-insoluble or poorly water-soluble substance and method of storing the substance Expired - Fee Related JP3106871B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP06207672A JP3106871B2 (en) 1994-08-31 1994-08-31 Storage structure of water-insoluble or poorly water-soluble substance and method of storing the substance

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP06207672A JP3106871B2 (en) 1994-08-31 1994-08-31 Storage structure of water-insoluble or poorly water-soluble substance and method of storing the substance

Publications (2)

Publication Number Publication Date
JPH0868231A true JPH0868231A (en) 1996-03-12
JP3106871B2 JP3106871B2 (en) 2000-11-06

Family

ID=16543659

Family Applications (1)

Application Number Title Priority Date Filing Date
JP06207672A Expired - Fee Related JP3106871B2 (en) 1994-08-31 1994-08-31 Storage structure of water-insoluble or poorly water-soluble substance and method of storing the substance

Country Status (1)

Country Link
JP (1) JP3106871B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2435505A (en) * 2006-02-27 2007-08-29 Carlton Holdings Ltd Underground gas storage in flexible, inflatable containers
US8373381B2 (en) 2005-04-22 2013-02-12 GM Global Technology Operations LLC DC/DC-less coupling of matched batteries to fuel cells

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH07288970A (en) * 1994-04-15 1995-10-31 Nippon Riken Kk Power generator

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8373381B2 (en) 2005-04-22 2013-02-12 GM Global Technology Operations LLC DC/DC-less coupling of matched batteries to fuel cells
GB2435505A (en) * 2006-02-27 2007-08-29 Carlton Holdings Ltd Underground gas storage in flexible, inflatable containers
GB2435505B (en) * 2006-02-27 2009-07-22 Carlton Holdings Ltd Improvements in or relating to underground gas storage
GB2457400A (en) * 2006-02-27 2009-08-19 Carlton Holdings Ltd Underground gas storage in flexible, inflatable containers
GB2457399A (en) * 2006-02-27 2009-08-19 Carlton Holdings Ltd Underground gas storage in flexible, inflatable containers
GB2457400B (en) * 2006-02-27 2009-10-28 Carlton Holdings Ltd Improvements in or relating to underground gas storage
GB2457399B (en) * 2006-02-27 2009-10-28 Carlton Holdings Ltd Improvements in or relating to underground gas storage

Also Published As

Publication number Publication date
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