JP2015217136A - Temporary toilet accommodating type underground storage tank - Google Patents
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Description
本発明は、仮設トイレ収容型地下貯蔵槽に関する。 The present invention relates to a temporary toilet-accommodating underground storage tank.
地震、津波、台風等の天災をはじめとした各種の災害が発生した場合、電気・ガスが切断されると同時に、上下水道も寸断されることもあり、これらが復旧するまでの間は不便な生活が強いられることになる。このようにライフラインが絶たれた場合、例えば給水車、自家用発電機、カセットコンロ等を利用することにより、一時的に対応することは可能である。 When natural disasters such as earthquakes, tsunamis, and typhoons occur, electricity and gas are cut off, and water and sewage are cut off at the same time. Life will be forced. In this way, when the lifeline is cut off, it is possible to respond temporarily by using, for example, a water truck, a private generator, a cassette stove, or the like.
これに関し、緊急災害用施設の設置等の提案もある。例えば、発電機設備を備えた耐震構造物の上面にポンプ室一体構造の貯水槽が設置され、前記耐震構造物の周囲には便槽が設けられたことを特徴とする緊急災害施設（特許文献１）等が提案されている。このような施設によれば、避難した被災住民に簡易便所等を提供できるとされている。 In this regard, there are proposals such as the establishment of emergency disaster facilities. For example, an emergency disaster facility characterized in that a water tank with an integrated pump chamber is installed on the top surface of an earthquake-resistant structure equipped with a generator facility, and a toilet tank is provided around the earthquake-resistant structure (Patent Document) 1) etc. are proposed. According to such a facility, it is said that a simple toilet or the like can be provided to the evacuated victims.
しかし、特に、下水道は、電気、ガス、上水道等に比べて優先順位が低いことも相まって復旧まで比較的時間がかかることもある。このため、相応の容量のし尿貯留槽でなければ、し尿貯留槽がすぐに満杯になり、たとえし尿収集車を用いても回収しきれない事態も起こり得る。 However, in particular, the sewerage system may take a relatively long time to recover due to its lower priority than electricity, gas, and waterworks. For this reason, if the volume of the human waste storage tank is not appropriate, the human waste storage tank becomes full immediately, and even if a urine collection vehicle is used, there is a possibility that it cannot be recovered.
また、前記のような耐震構造を有する緊急災害施設では、その建設に比較的多大な費用・労力がかかるため、その建設は容易ではない。しかも、構造物を地上に建てている以上、津波又は台風により倒壊したり、あるいは倒壊に至らなくても使用不能となるおそれがある。 In addition, in an emergency disaster facility having an earthquake resistant structure as described above, the construction is not easy because it requires a relatively large amount of cost and labor. In addition, as long as the structure is built on the ground, it may collapse due to a tsunami or typhoon, or may not be usable even if it does not collapse.
このように、従来の緊急災害用施設においても、特に災害時におけるし尿処理能力という点においてはさらなる改善の余地がある。 Thus, even in the conventional emergency disaster facility, there is room for further improvement, particularly in terms of human waste processing capacity at the time of disaster.
従って、本発明の主な目的は、より簡便な方法で災害時におけるし尿処理対応が可能な施設を提供することにある。 Therefore, a main object of the present invention is to provide a facility capable of dealing with human waste processing at the time of disaster by a simpler method.
本発明者は、従来技術の問題点に鑑みて鋭意研究を重ねた結果、特定の構成からなる施設を採用することによって上記目的を達成できることを見出し、本発明を完成するに至った。 As a result of intensive studies in view of the problems of the prior art, the present inventor has found that the above object can be achieved by employing a facility having a specific configuration, and has completed the present invention.
すなわち、本発明は、下記の仮設トイレ収容型地下貯蔵槽に係る。
１． 仮設トイレを収容できる地下貯蔵槽であって、
（１）貯蔵槽が地下に埋設されており、
（２）前記貯蔵槽の内部に仮設トイレ又はその組み立てキットが収容されており、
（３）地上に配置され得る仮設トイレの下水を前記貯蔵槽に流入させるための排水口が前記貯蔵槽に設けられており、
（４）前記貯蔵槽の地上側には人員が出入りできるハッチが設けられており、
（５）仮設トイレ使用時において、仮設トイレ又はその組み立てキットを前記貯蔵槽から地上に取り出し、前記貯蔵槽の上方の地上に仮設トイレを前記排水口に接続することにより設置し、当該貯蔵槽をし尿貯留槽として用いる、
ことを特徴とする仮設トイレ収容型地下貯蔵槽。
２． 貯蔵槽が略直方体ないしは筒状体であり、長手方向が地盤に平行になるように埋設されている、前記項１に記載の仮設トイレ収容型地下貯蔵槽。
３． 貯蔵槽の底部にコンクリート製スラブが設けられており、前記貯蔵槽が前記スラブに固定されている、前記項１に記載の仮設トイレ収容型地下貯蔵槽。
４． さらに、食糧及び物資の少なくとも１種が貯蔵槽の内部に収容されている、前記項１に記載の仮設トイレ収容型地下貯蔵槽。
５． 貯蔵槽が、樹脂製又はコンクリート製である、前記項１に記載の仮設トイレ収容型地下貯蔵槽。
That is, this invention concerns on the following temporary toilet accommodation type | mold underground storage tank.
1. An underground storage tank that can accommodate temporary toilets,
(1) The storage tank is buried underground,
(2) A temporary toilet or its assembly kit is housed inside the storage tank,
(3) A drain outlet is provided in the storage tank for allowing the sewage of a temporary toilet that can be placed on the ground to flow into the storage tank.
(4) A hatch is provided on the ground side of the storage tank to allow personnel to enter and exit.
(5) When the temporary toilet is used, the temporary toilet or its assembly kit is taken out from the storage tank to the ground, and the temporary toilet is installed on the ground above the storage tank by connecting to the drain. Used as a human waste storage tank,
A temporary toilet storage type underground storage tank characterized by that.
2. The temporary toilet-accommodating underground storage tank according to Item 1, wherein the storage tank is a substantially rectangular parallelepiped or a cylindrical body, and is embedded so that a longitudinal direction thereof is parallel to the ground.
3. The temporary toilet-accommodating underground storage tank according to Item 1, wherein a concrete slab is provided at the bottom of the storage tank, and the storage tank is fixed to the slab.
4). Furthermore, the temporary toilet accommodation type | mold underground storage tank of said claim | item 1 with which at least 1 sort (s) of food and goods is accommodated in the inside of a storage tank.
5. Item 2. The temporary toilet-accommodating underground storage tank according to Item 1, wherein the storage tank is made of resin or concrete.
本発明の仮設トイレ収容型地下貯蔵槽では、平常時は地下に埋設された貯蔵槽内部に仮設トイレ又はその組み立てキット（以下、両者をまとめて「仮設トイレ等」ともいう。）が収納されているが、災害時等においては仮設トイレ等を取り出された後の貯蔵槽がし尿貯留槽としての役割を果たすことができることから、一カ所にし尿貯留槽と仮設トイレとをまとめて保管しておくことが可能となる。また、し尿貯留槽と仮設トイレとが同じ場所にあるので、別の場所から仮設トイレを輸送する手間が省け、仮設トイレの設置も容易かつ確実に行うことができる。 In the temporary toilet-accommodating underground storage tank of the present invention, a temporary toilet or an assembly kit thereof (hereinafter, collectively referred to as “temporary toilet etc.”) is stored in a storage tank buried underground. However, in the event of a disaster, the storage tank after the temporary toilet is removed can serve as a urine storage tank, so keep the urine storage tank and the temporary toilet together in one place. It becomes possible. Moreover, since the human waste storage tank and the temporary toilet are in the same place, the trouble of transporting the temporary toilet from another place can be saved, and the temporary toilet can be installed easily and reliably.
さらには、従来のような大がかりな耐震構造物とは異なり、貯蔵槽を埋設するだけで基本的な工事は完了するので、コスト、工期等の点においても比較的有利である。 Furthermore, unlike conventional large-scale seismic structures, basic construction is completed simply by burying a storage tank, which is relatively advantageous in terms of cost, construction period, and the like.
しかも、従来の緊急災害用施設のように少なくとも地上に構造物があるので、例えば津波、暴風雨等により倒壊ないしは浸水により使用不能となるおそれがある。これに対し、本発明の仮設トイレ収容型地下貯蔵槽は、基本的には地上に建築構造物が構築されないので、水圧及び風圧の影響をほとんど受けず、被害を最小限に抑えることも可能である。 Moreover, since there is a structure on the ground at least as in the case of a conventional emergency disaster facility, there is a possibility that it may become unusable due to collapse or inundation due to, for example, a tsunami or a storm. On the other hand, the temporary toilet-accommodating underground storage tank of the present invention is basically not constructed with a building structure on the ground, so it is hardly affected by water pressure and wind pressure, and damage can be minimized. is there.
このような仮設トイレ収容型地下貯蔵槽は、例えば台風、地震、津波・高潮、暴風雨、洪水等の自然災害のほか、火災、各種事故等により下水道が寸断されたり、あるいは使用不能となった場合の緊急施設として公園、河川敷、校庭、その他空き地等に設置することにより、有効に利用することができる。 Such a temporary toilet storage type underground storage tank can be used in the event of a natural disaster such as a typhoon, earthquake, tsunami / storm surge, storm, flood, fire, various accidents, etc. It can be used effectively by installing it as an emergency facility in a park, riverbed, school yard, or other vacant land.
本発明の仮設トイレ収容型地下貯蔵槽は、仮設トイレを収容できる地下貯蔵槽であって、
（１）貯蔵槽が地下に埋設されており、
（２）前記貯蔵槽の内部に仮設トイレ又はその組み立てキットが収容されており、
（３）地上に配置され得る仮設トイレの下水を前記貯蔵槽に流入させるための排水口が前記貯蔵槽に設けられており、
（４）前記貯蔵槽の地上側には人員が出入りできるハッチが設けられており、
（５）仮設トイレ使用時において、仮設トイレ又はその組み立てキットを前記貯蔵槽から地上に取り出し、前記貯蔵槽の上方の地上に仮設トイレを前記排水口に接続することにより設置し、当該貯蔵槽をし尿貯留槽として用いる、
ことを特徴とする。
The temporary toilet storage type underground storage tank of the present invention is an underground storage tank that can store a temporary toilet,
(1) The storage tank is buried underground,
(2) A temporary toilet or its assembly kit is housed inside the storage tank,
(3) A drain outlet is provided in the storage tank for allowing the sewage of a temporary toilet that can be placed on the ground to flow into the storage tank.
(4) A hatch is provided on the ground side of the storage tank to allow personnel to enter and exit.
(5) When the temporary toilet is used, the temporary toilet or its assembly kit is taken out from the storage tank to the ground, and the temporary toilet is installed on the ground above the storage tank by connecting to the drain. Used as a human waste storage tank,
It is characterized by that.
本発明の仮設トイレ収容型地下貯蔵槽（本発明貯蔵槽）について、図面を参照しながら説明する。図１には、貯蔵槽１２が地中に埋設された本発明貯蔵槽１１の断面の概略図を示す。 The temporary toilet-accommodating underground storage tank of the present invention (the present storage tank) will be described with reference to the drawings. In FIG. 1, the schematic of the cross section of this invention storage tank 11 by which the storage tank 12 was embed | buried under the ground is shown.
貯蔵槽１２は、図１に示すように、地上に露出することなく、完全に地中に埋設されていることが好ましい。このように完全に埋設することにより、平常時は障害物となることがない上、津波、暴風雨等の影響もほとんど受けることがなく、より確実に仮設トイレの使用可能状態を確保することができる。また、貯蔵槽１２が埋設されていることをよりほかりやすくするために、必要に応じて地上に立て看板、マンホール等のような標識となり得る表示を設置しておくことが望ましい。 As shown in FIG. 1, the storage tank 12 is preferably completely buried in the ground without being exposed to the ground. By completely burying in this way, it will not become an obstacle during normal times and will be hardly affected by tsunamis, storms, etc., and it will be possible to ensure the availability of the temporary toilet more reliably. . In order to make it easier for the storage tank 12 to be buried, it is desirable to install a display that can be a sign such as a signboard or a manhole on the ground as needed.
貯蔵槽１２は、いずれの材質・製品から構成されていても良い。材質としては、例えば樹脂製（合成樹脂製）、コンクリート製、金属製等のいずれも適用することができるが、特に腐食しにくい等の点から樹脂製又はコンクリート製のいずれかが好ましい。樹脂製である場合は、例えば貯水タンク、燃料タンク、ガスタンク等の各種のタンク類に使用されている樹脂と同様のものを採用することができる。また、製品としても、貯水タンク等をそのまま貯蔵槽として利用することもできる。コンクリート製である場合は、例えばコンクリート二次製品であるボックスカルバートにより構成された貯蔵槽を好適に採用することができる。特に、貯蔵槽１２は、合成樹脂を繊維で強化した繊維強化プラスチック（ＦＲＰ）から構成されるタンクを好適に用いることができる。一方、コンクリート製である場合は、例えばコンクリート二次製品であるボックスカルバートにより構成された貯蔵槽を好適に採用することができる。 The storage tank 12 may be made of any material / product. As the material, for example, any of resin (synthetic resin), concrete, metal and the like can be applied, but either resin or concrete is preferable from the viewpoint of being particularly difficult to corrode. In the case of being made of resin, for example, the same resin as that used in various tanks such as a water storage tank, a fuel tank, and a gas tank can be employed. Moreover, a water storage tank etc. can also be utilized as a storage tank as it is as a product. In the case of being made of concrete, for example, a storage tank constituted by a box culvert which is a concrete secondary product can be suitably employed. In particular, as the storage tank 12, a tank made of fiber reinforced plastic (FRP) in which a synthetic resin is reinforced with fibers can be suitably used. On the other hand, when it is made of concrete, for example, a storage tank constituted by a box culvert that is a concrete secondary product can be suitably employed.
貯蔵槽の形状も限定的ではなく、例えば直方体、立方体、筒状体等のいずれであっても良いが、特に略直方体ないしは筒状体であることが好ましい。より具体的には、貯蔵槽の内径（最長径）よりも長尺方向の長さＬが大きな（すなわち、ｄ＜Ｌの関係にある）形状をもつタンクを好適に用いることができる。より好ましくは、内径ｄの１．５倍以上（特に２倍以上）の長さＬを有するタンクを用いる。このような略直方体ないしは筒状体の貯蔵槽を用いる場合は、そのタンクの長手方向が地盤に平行になるように埋設されていることが望ましい。 The shape of the storage tank is not limited, and may be any of a rectangular parallelepiped, a cube, a cylindrical body, and the like, but is preferably a substantially rectangular parallelepiped or a cylindrical body. More specifically, a tank having a shape in which the length L in the longitudinal direction is larger than the inner diameter (longest diameter) of the storage tank (that is, d <L) can be suitably used. More preferably, a tank having a length L of 1.5 times or more (particularly 2 times or more) of the inner diameter d is used. When such a substantially rectangular parallelepiped or cylindrical storage tank is used, it is desirable that the tank is embedded so that the longitudinal direction of the tank is parallel to the ground.
なお、貯蔵槽の埋設は、公知の工法を用いて実施することができる。例えば、掘削機等により設置場所の土砂を掘り起こし、形成された掘削溝に貯蔵槽を配置し、その周囲を土砂で埋めるか、あるいはコンクリート打設により貯蔵槽周囲の隙間を埋めれば良い。必要に応じて、貯蔵槽の配置に先立って予めコンクリート製スラブを掘削溝底部に形成し、そのスラブ上に貯蔵槽を固定することもできる。 The storage tank can be buried using a publicly known method. For example, the excavator or the like digs up the earth and sand at the installation location, arranges the storage tank in the formed excavation groove, and fills the periphery with earth or sand, or fills the gap around the storage tank by concrete placement. If necessary, prior to the placement of the storage tank, a concrete slab can be formed in advance at the bottom of the excavation groove, and the storage tank can be fixed on the slab.
貯蔵槽１２の内部には、仮設トイレ又はその組み立てキット１３が収容されている。図１では、仮設トイレの組み立てキットが収容されている。通常は、組み立てキットの方がコンパクトにできるので、組み立てキットの状態で収容しておくことが好ましい。このため、仮設トイレ自体は、特に組み立て式の仮設トイレを用いることが好ましく、このような組み立て式仮設トイレは市販品を用いることができる。貯蔵槽１２は、仮設トイレ設置後はし尿貯留槽となるので、マンホール専用型仮設トイレ（すなわち、し尿貯留タンクを備えていない仮設トイレ）を好適に用いることができる。収容する仮設トイレの数は、例えば貯蔵槽１２の大きさ（内容量）に応じて適宜設定することができる。 A temporary toilet or its assembly kit 13 is accommodated inside the storage tank 12. In FIG. 1, a temporary toilet assembly kit is accommodated. Usually, since the assembly kit can be made more compact, it is preferable to store it in the state of the assembly kit. For this reason, as the temporary toilet itself, it is particularly preferable to use an assembly-type temporary toilet, and a commercial product can be used as such an assembly-type temporary toilet. Since the storage tank 12 becomes a human waste storage tank after the temporary toilet is installed, a manhole dedicated temporary toilet (that is, a temporary toilet without a human waste storage tank) can be preferably used. The number of temporary toilets to be accommodated can be appropriately set according to the size (internal capacity) of the storage tank 12, for example.
仮設トイレを地上に設置した際に貯蔵槽１２に接続するため、貯蔵槽１２の排水口１５が設けられている。図１に示すように、排水口１５は貯蔵槽１２の地上側に設けることができるが、配管を利用することもできるので、貯蔵槽１２の側面に排水口をであっても良い。排水口１５を介して、仮設トイレが使用された時に発生する下水（し尿等）を貯蔵槽１２に流し込むことができる。排水口１５は、１つ又は２つ以上を設けることができ、貯蔵槽１２の大きさ等に応じて適宜設定すれば良い。また、複数の仮設トイレの排水を１つの配管にまとめ、それを１つの排水口と接続することもできる。 A drainage port 15 of the storage tank 12 is provided to connect to the storage tank 12 when the temporary toilet is installed on the ground. As shown in FIG. 1, the drain port 15 can be provided on the ground side of the storage tank 12, but since a pipe can be used, a drain port may be provided on the side surface of the storage tank 12. Sewage (such as human waste) generated when the temporary toilet is used can be poured into the storage tank 12 through the drainage port 15. One or two or more drain ports 15 may be provided, and may be appropriately set according to the size of the storage tank 12 or the like. It is also possible to collect the drainage of a plurality of temporary toilets into one pipe and connect it to one drain outlet.
また、貯蔵槽１２の地上側には人員が出入りできるハッチ１４が設けられている。このハッチ１４から仮設トイレ又はその組み立てキットの出し入れも行うことができる。必要に応じて、貯蔵槽１２の内部のハッチ下方にははしご１７を設置しても良い。図１では、ハッチ１４は、貯蔵槽１２の中央付近に設置されているが、例えば両端又はそのいずれか一方であっても良い。 A hatch 14 is provided on the ground side of the storage tank 12 so that personnel can enter and exit. A temporary toilet or its assembly kit can be taken in and out from the hatch 14. If necessary, a ladder 17 may be installed below the hatch inside the storage tank 12. In FIG. 1, the hatch 14 is installed in the vicinity of the center of the storage tank 12, but may be both ends or any one of them.
本発明貯蔵槽は、仮設トイレ使用時において、図２に示すように、仮設トイレの組み立てキット１３を貯蔵槽１２から地上に取り出される。次いで、貯蔵槽１２の上方の地上において、組み立てた仮設トイレ１３を前記排水口１５に接続することにより設置し、貯蔵槽１２をし尿貯留槽として用いる。平常時において仮設トイレは貯蔵槽１２の内部に収容されているが、災害時等のように仮設トイレが必要になった場合は、貯蔵槽１２から仮設トイレ又はその組み立てキットを地上に上げて、貯蔵槽１２に設けられた排水口１５に接続する。排水口１５への接続は、仮設トイレの排水出口と直結しても良いし、あるいはゴム製又は樹脂製の配管を用いて接続しても良い。 In the storage tank of the present invention, the temporary toilet assembly kit 13 is taken out from the storage tank 12 to the ground as shown in FIG. Next, on the ground above the storage tank 12, the assembled temporary toilet 13 is installed by connecting to the drain port 15, and the storage tank 12 is used as a urine storage tank. The temporary toilet is housed inside the storage tank 12 in normal times, but if a temporary toilet is needed, such as during a disaster, raise the temporary toilet or its assembly kit from the storage tank 12 to the ground. It connects to the drain 15 provided in the storage tank 12. The connection to the drain port 15 may be directly connected to the drain outlet of the temporary toilet, or may be connected using rubber or resin piping.
また、図１に示すように、貯蔵槽１２は、必要に応じてコンクリート製スラブ１６に固定しておいても良い。このように固定することによって、津波、洪水等を受けた場合に貯蔵槽１２が地上に浮上するような事態を未然に防止することができる。固定方法は特に限定されず、例えば複数の結束バンドで貯蔵槽１２全体をコンクリート製スラブ１６に縛り付ける方法、貯蔵槽１２をアンカーボルト等の連結部材で連結する方法等が挙げられる。 Moreover, as shown in FIG. 1, you may fix the storage tank 12 to the concrete slab 16 as needed. By fixing in this way, it is possible to prevent a situation where the storage tank 12 floats on the ground in the event of a tsunami, flood, or the like. The fixing method is not particularly limited, and examples thereof include a method of binding the entire storage tank 12 to the concrete slab 16 with a plurality of binding bands, and a method of connecting the storage tank 12 with a connecting member such as an anchor bolt.
以下に実施例を示し、本発明の特徴をより具体的に説明する。ただし、本発明の範囲は、実施例に限定されない。 The features of the present invention will be described more specifically with reference to examples. However, the scope of the present invention is not limited to the examples.
実施例１
災害時等において仮設トイレを地上に設置した場合には図３に示すような形態になる仮設トイレ収容型地下貯蔵槽を公園の敷地内に設置した後、実際に使用するまでの実施形態について説明する。
Example 1
When a temporary toilet is installed on the ground in the event of a disaster, etc., an embodiment will be described from the installation of a temporary toilet-accommodating underground storage tank in the park site to the actual use after the installation in the park site. To do.
コーナー部が丸みかがった略直方体のＦＲＰ製貯蔵タンク１２（外寸：高さ約２．３ｍ×幅約２．３ｍ×長さ約８ｍ、タンク厚み約１０ｍｍ、実効容量約３１ｍ３）を貯蔵槽として用意する。このＦＲＰ製貯蔵タンク（以下、単に「タンク」ともいう。）１２は、その地上側に大人が出入りできる大きさ（間口１ｍ×１ｍ）のハッチ１４が１つ設けられており、タンク内のハッチの下部にはしご１７が掛けられている。また、タンクの地上側（上面）及び側面上方に排水口が５つ（図示せず）設けられている。 FRP storage tank 12 (outside dimensions: height of about 2.3 m x width of about 2.3 m x length of about 8 m, tank thickness of about 10 mm, effective capacity of about 31 m 3 ) with a rounded corner. Prepare as. This FRP storage tank (hereinafter also simply referred to as “tank”) 12 is provided with one hatch 14 of a size (front 1 m × 1 m) that allows an adult to enter and exit the ground side. A ladder 17 is hung on the lower part of. Further, five drain ports (not shown) are provided on the ground side (upper surface) and the upper side of the tank.
次に、設置箇所となる場所の地盤を前駆タンクが配置できる掘削溝を掘削機で土砂を取り除いて形成した後、掘削溝の底部をコンクリート打設し、コンクリート製スラブを形成する。次いで、コンクリート製スラブ上にＦＲＰ製貯蔵槽１２をのせ、合成樹脂製ベルト３１を複数用いてＦＲＰ製貯蔵タンク１２の周囲に巻き付けてコンクリート製スラブ１１に縛り付けて固定する。 Next, after forming an excavation groove in which the precursor tank can be placed by removing the earth and sand with an excavator, the bottom of the excavation groove is concreted to form a concrete slab. Next, the FRP storage tank 12 is placed on the concrete slab, and a plurality of synthetic resin belts 31 are wound around the FRP storage tank 12 and tied to the concrete slab 11 and fixed.
続いて、仮設トイレ組み立てキットの５セットをハッチ１４からタンク内に運び込み、ハッチを閉じてこれらをタンク１２内で保管する。また、必要に応じて、タンク内には、食糧（保存食、飲料水等）、物資（電灯、電池・バッテリー、ガスコンロ、毛布等）を収納しておいても良い。 Subsequently, five sets of temporary toilet assembly kits are carried into the tank from the hatch 14, the hatch is closed, and these are stored in the tank 12. If necessary, food (preserved food, drinking water, etc.) and supplies (electric light, batteries / batteries, gas stove, blanket, etc.) may be stored in the tank.
災害等が起こった場合は、上記のような仮設トイレ収容型地下貯蔵槽のタンク内部に収容されている仮設トイレ組み立てキットをハッチから地上に取り出し、これらを組み立て、タンクの配管に接続する。すべての仮設トイレ１３が設置された状態を図３に示す。タンク内部に収納されていた物はすべて外に取り出され、その後の空になったタンクはし尿貯留槽として利用される。この実施形態では、必要に応じて手洗い用シンク等も設置することができ、その使用済みの排水もタンク１２に貯留できる。貯留されたし尿等は必要に応じてハッチからし尿収集車等で回収することもできる。 When a disaster or the like occurs, the temporary toilet assembly kit housed in the tank of the temporary toilet storage type underground storage tank as described above is taken out from the hatch, assembled, and connected to the tank piping. FIG. 3 shows a state where all temporary toilets 13 are installed. Everything stored inside the tank is taken out and used as a tank urine storage tank afterwards. In this embodiment, a hand-washing sink or the like can be installed as necessary, and the used waste water can be stored in the tank 12. The stored human waste or the like can be collected by a hatched human waste collection vehicle or the like as necessary.
Claims (5)
（１）貯蔵槽が地下に埋設されており、
（２）前記貯蔵槽の内部に仮設トイレ又はその組み立てキットが収容されており、
（３）地上に配置され得る仮設トイレの下水を前記貯蔵槽に流入させるための排水口が前記貯蔵槽に設けられており、
（４）前記貯蔵槽の地上側には人員が出入りできるハッチが設けられており、
（５）仮設トイレ使用時において、仮設トイレ又はその組み立てキットを前記貯蔵槽から地上に取り出し、前記貯蔵槽の上方の地上に仮設トイレを前記排水口に接続することにより設置し、当該貯蔵槽をし尿貯留槽として用いる、
ことを特徴とする仮設トイレ収容型地下貯蔵槽。 An underground storage tank that can accommodate temporary toilets,
(1) The storage tank is buried underground,
(2) A temporary toilet or its assembly kit is housed inside the storage tank,
(3) A drain outlet is provided in the storage tank for allowing the sewage of a temporary toilet that can be placed on the ground to flow into the storage tank.
(4) A hatch is provided on the ground side of the storage tank to allow personnel to enter and exit.
(5) When the temporary toilet is used, the temporary toilet or its assembly kit is taken out from the storage tank to the ground, and the temporary toilet is installed on the ground above the storage tank by connecting to the drain. Used as a human waste storage tank,
A temporary toilet storage type underground storage tank characterized by that.
The temporary toilet storage type underground storage tank according to claim 1, wherein the storage tank is made of resin or concrete.
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| JP2020190085A (en) * | 2019-05-20 | 2020-11-26 | 九州中川ヒューム管工業株式会社 | Disaster prevention water washing toilet system |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55170354U (en) * | 1979-05-28 | 1980-12-06 | ||
| JPH08338142A (en) * | 1995-06-14 | 1996-12-24 | Shozo Iwamura | Toilet installation construction for emergency |
| JPH09250251A (en) * | 1996-03-14 | 1997-09-22 | Takashi Hoshi | Emergency prefabricated toilet |
| JP2003040392A (en) * | 2001-07-27 | 2003-02-13 | Chikatan:Kk | Underground tank storing device and method for constructing the same |
| JP2004183272A (en) * | 2002-12-02 | 2004-07-02 | Miyama Ind Corp | Built-up type underground disaster prevention warehouse |
| JP2009037877A (en) * | 2007-08-01 | 2009-02-19 | Hiroshima Kasei Ltd | Outdoor illumination facility |
| JP2010019025A (en) * | 2008-07-11 | 2010-01-28 | Tokiko Techno Kk | Burial structure of underground tank |
-
2014
- 2014-05-17 JP JP2014102913A patent/JP6468726B2/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS55170354U (en) * | 1979-05-28 | 1980-12-06 | ||
| JPH08338142A (en) * | 1995-06-14 | 1996-12-24 | Shozo Iwamura | Toilet installation construction for emergency |
| JPH09250251A (en) * | 1996-03-14 | 1997-09-22 | Takashi Hoshi | Emergency prefabricated toilet |
| JP2003040392A (en) * | 2001-07-27 | 2003-02-13 | Chikatan:Kk | Underground tank storing device and method for constructing the same |
| JP2004183272A (en) * | 2002-12-02 | 2004-07-02 | Miyama Ind Corp | Built-up type underground disaster prevention warehouse |
| JP2009037877A (en) * | 2007-08-01 | 2009-02-19 | Hiroshima Kasei Ltd | Outdoor illumination facility |
| JP2010019025A (en) * | 2008-07-11 | 2010-01-28 | Tokiko Techno Kk | Burial structure of underground tank |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2020190085A (en) * | 2019-05-20 | 2020-11-26 | 九州中川ヒューム管工業株式会社 | Disaster prevention water washing toilet system |
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