JPH10140628A - Multi-purpose pre-fabricated underground water storage tank - Google Patents

Multi-purpose pre-fabricated underground water storage tank

Info

Publication number
JPH10140628A
JPH10140628A JP8316873A JP31687396A JPH10140628A JP H10140628 A JPH10140628 A JP H10140628A JP 8316873 A JP8316873 A JP 8316873A JP 31687396 A JP31687396 A JP 31687396A JP H10140628 A JPH10140628 A JP H10140628A
Authority
JP
Japan
Prior art keywords
storage tank
water storage
tank
water
rainwater inflow
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
JP8316873A
Other languages
Japanese (ja)
Other versions
JP2913391B2 (en
Inventor
Mitsuo Nakajima
光雄 中島
Kazuichi Kiyono
主一 清野
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.)
NAKAMITSU KK
Original Assignee
NAKAMITSU KK
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 NAKAMITSU KK filed Critical NAKAMITSU KK
Priority to JP8316873A priority Critical patent/JP2913391B2/en
Publication of JPH10140628A publication Critical patent/JPH10140628A/en
Application granted granted Critical
Publication of JP2913391B2 publication Critical patent/JP2913391B2/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
    • Y02A20/108Rainwater harvesting

Landscapes

  • Non-Flushing Toilets (AREA)

Abstract

PROBLEM TO BE SOLVED: To utilize an underground water storage tank for storage of disaster preventing water or easy toilet by partitioning the underground water storage tank into a rainwater inflow storage tank, a disaster preventing water storage tank, and a rainwater inflow suppressing tank, arranging a soil-water mixture inflow pipe in the rainwater inflow storage tank, and arranging a waste water and sewage pump in the rainwater inflow suppressing tank. SOLUTION: An underground water storage tank 1 formed of a corrugated pipe is partitioned into a rainwater inflow storage tank 2, a disaster preventing water storage tank 3, and a rainwater inflow suppressing tank (easy toilet) 4 in disaster by partitioning walls 5, 6 made of concrete or pre-fabricated steel, and the front end opening part 7 and rear end opening part 8 of the underground water storage tank 1 are blocked. A soil-water mixture inflow pipe 11 is arranged in the rainwater inflow storage tank 2, and a waste water and sewage pump 10 is arranged in the rainwater inflow suppressing tank 4. Thus, soil-water mixture can be introduced into one underground water storage tank 1 to take a supernatant water separated from the introduced soil-water mixed sewage, and the residual sewage can be discharged out of the water storage tank by a privy or by suction of a pump.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明はコルゲートパイプ円
型、コンクリートプレハブ型、鋼管プレハブ型等からな
りボルト組み立て円筒形横置型の地下組立式貯水槽を多
目的に使用するための多目的プレハブ地下貯水槽に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a multipurpose prefabricated underground water storage tank for multipurpose use of a cylindrical underground water storage tank composed of a corrugated pipe, a concrete prefabricated type, a steel pipe prefabricated type, etc., and assembled with bolts. .

【0002】[0002]

【従来の技術】従来の排水貯留槽として使用されている
ものは、単一槽からなる上水槽に又は下水槽に使用され
ている。しかし地下貯水槽として多目的に使用される貯
水槽は設置場所の関係から技術的に設置できない面が多
かった。
2. Description of the Related Art A conventional drainage storage tank is used in a single water tank or a sewage tank. However, many water tanks, which are used as underground water tanks, cannot be installed technically due to their location.

【0003】[0003]

【発明が解決しようとする課題】本発明はコルゲートパ
イプ円型、コンクリートプレハブ型、鋼管プレハブ型等
からなる1本の地下貯水槽に土砂汚水混合液体を導入
し、導入された土砂混合汚水から分離された清澄な上部
水を取り出すことができると共に、残留した汚水を汲み
取り式トイレ又はポンプにて吸引して貯水槽外に排出す
る地下貯水槽を提供することを目的とする。
DISCLOSURE OF THE INVENTION The present invention introduces a mixed liquid of sediment and sewage into one underground water storage tank comprising a corrugated pipe circular type, a concrete prefabricated type, a steel tube prefabricated type, and the like, and separates from the introduced sediment mixed sewage. It is an object of the present invention to provide an underground water storage tank that can take out clear clear upper water and suction remaining wastewater with a pump-type toilet or a pump to discharge the water outside the water storage tank.

【0004】[0004]

【課題を解決するための手段】地下貯水槽1内において
雨水流入貯水槽2と防災貯水槽3と雨水流入抑制槽4と
を間仕切5及び6にて間仕切し、地下貯水槽1の前端開
口部7と後端開口部8とをそれぞれ閉鎖し土砂水混合液
体流入パイプ11を雨水流入貯水槽2に配設し、汚水汚
物ポンプ10を雨水流入抑制槽4に配設してなる多目的
プレハブ地下貯水槽によって前記課題を解決した。
Means for Solving the Problems In the underground water storage tank 1, the rainwater inflow storage tank 2, the disaster prevention water storage tank 3, and the rainwater inflow suppression tank 4 are partitioned by partitions 5 and 6, and the front opening of the underground water storage tank 1 is opened. 7 and the rear end opening 8 are respectively closed, a sediment-water mixed liquid inflow pipe 11 is provided in the rainwater inflow storage tank 2, and a sewage filth pump 10 is provided in the rainwater inflow suppression tank 4. The above problem was solved by a tank.

【0005】[0005]

【発明の実施の形態】本発明は例えば直径2,500m
m、長さ27,700mmのコルゲートパイプ円型等か
らなり、長さ方向に3室に区分し、コンクリート、プレ
ハブ鋼等の仕切壁にて雨水流入貯水槽2、防災貯水槽
3、災害時の雨水流入抑制槽(簡易トイレ)4等に区分
する。設置場所としては、学校、避難公園、多目的広場
等、災害時の避難場所が適している、又前記地下貯水槽
として、コンクリート製地下水槽、鋼製円筒形溶接地下
水槽、強化プラスチック地下水槽等を用いることができ
る。間仕切り壁は、コンクリート製厚み300mm程度
の壁材を用いる。前記壁材の外、鋼製組立式壁、溶接鋼
板壁、強化プラスチック製壁等を用いることができる。
DETAILED DESCRIPTION OF THE INVENTION The present invention has a diameter of, for example, 2,500 m.
m, a corrugated pipe with a length of 27,700 mm, etc., divided into three chambers in the length direction, and a rainwater inflow reservoir 2, a disaster prevention reservoir 3, a disaster prevention reservoir 3, and a partition wall made of concrete, prefabricated steel, etc. It is divided into rainwater inflow control tanks (simple toilets) 4 and so on. Suitable places for installation are evacuation sites at the time of disaster, such as schools, evacuation parks, and multipurpose plazas. As the underground water storage tanks, concrete groundwater tanks, steel cylindrical welded groundwater tanks, reinforced plastic groundwater tanks, etc. Can be used. For the partition wall, a wall material made of concrete and having a thickness of about 300 mm is used. In addition to the wall material, a steel assembled wall, a welded steel wall, a reinforced plastic wall, and the like can be used.

【0006】前記のように貯水槽設置後は、学校校舎、
体育館等より流れ落ちた雨水を前記貯水槽に貯水する。
その外、上水道水を貯水槽に貯水する事もできる。災害
時には、貯水槽の地上部の取付管に簡易組立式トイレを
設置し、共同トイレとして使用することができる。公共
施設の災害復旧工事が進み完備したならば、前記貯水槽
のトイレは水洗式トイレとして改装稼動させることがで
きる。又、非常時は汲み取り式のトイレとして利用す
る。水洗式のトイレとして利用する際の汲み出しポンプ
は、通常時は前記の雨水流入抑制槽の調整排水ポンプ、
或は校庭等への散水又は、公共雨水管に放水することが
できる。
[0006] After the water tank is installed, the school building,
Rainwater flowing down from a gymnasium or the like is stored in the water tank.
In addition, tap water can be stored in the water tank. In the event of a disaster, a simple assemblable toilet can be installed on the mounting pipe above the water tank and used as a shared toilet. If the disaster recovery work of the public facilities is completed and completed, the toilet in the water tank can be renovated and operated as a flush toilet. In case of emergency, it is used as a pump-type toilet. The pump for use as a flush type toilet is usually a regulated drainage pump for the rainwater inflow suppression tank described above,
Alternatively, water can be sprayed on a school ground or the like, or discharged to a public rainwater pipe.

【0007】本発明の地下貯水槽は、外部より流入した
雨水を土砂流入防止槽に導入し、土砂を沈殿させ、上澄
水を次の防災貯水槽に貯水する。災害発生時には、防災
用水として利用し、降水時には防災貯水槽に流入した水
が、オーバーフローして、次室の雨水流入抑制槽に1次
的に貯水される。貯水された水は晴天時にはポンプ施設
により、校庭等への散水用に使用するか又は公共雨水管
に放流する集中雨水時の下水管への流入抑制貯水槽とし
て利用する。
The underground water storage tank of the present invention introduces rainwater flowing from the outside into a sediment inflow prevention tank, sediments sediment, and stores supernatant water in the next disaster prevention water storage tank. In the event of a disaster, it is used as disaster prevention water, and during rainfall, the water that has flowed into the disaster prevention water storage tank overflows and is temporarily stored in the rainwater inflow control tank in the next room. The stored water is used for spraying water to school yards or the like by a pump facility in fine weather, or as a reservoir for suppressing inflow to the sewer pipe during concentrated rainwater discharged to a public rainwater pipe.

【0008】次に災害発生時の簡易トイレとして利用す
るには、地上部の簡易トイレは、災害備蓄用として、組
立式プレハブ構造のテント式トイレ、身障者対応型とし
て、直径1600mm程度のテント式のパイプ組立構造
の便所を設置し、組立式の便座を設置する。災害発生当
初は、防災貯水槽の水にて、消火活動に利用し、雨水抑
制貯水槽を利用して簡易トイレとして利用する。又、上
水、下水が涸れ、電力が不通の時は、汲み取り式のトイ
レとして使用することができる。又、公共施設の復旧時
には水洗式として、汚物は下水道にポンプで放出する。
[0008] Next, in order to use as a simple toilet in the event of a disaster, the above-mentioned simple toilet is a prefabricated tent type toilet with a built-in prefabricated structure for disaster storage and a tent type with a diameter of about 1600 mm for disabled people. A toilet with a pipe assembly structure will be installed, and an assemblable toilet seat will be installed. At the beginning of the disaster, the water in the disaster prevention water tank will be used for fire fighting activities, and the rainwater suppression water tank will be used as a simple toilet. In addition, when the clean water and sewage are depleted and the power is interrupted, it can be used as a pump-type toilet. In addition, when the public facilities are restored, the waste is pumped to the sewer as a flush type.

【0009】[0009]

【実施例】図面を参照しながら本発明の実施例を説明す
る、 A)コルゲートパイプ円型、コンクリートプレハブ型及
び鋼製プレハブ型等よりなる地下貯水槽1 1)鋼板製プレハブ式組立地下貯水槽(コルゲートパイ
プ円型)1は土木工事用の排水管として利用されている
コルゲートパイプ円型を使用。 2)コルゲートパイプ円型の組立は波型に適した特殊ボ
ルトにより組み立てる。地下貯水槽1としては、各鋼板
組立時に水密性特殊パッキンを、ボルト部には水密性特
殊シール材を充填する。 3)間仕切り5,6部のコンクリート壁には、コンクリ
ート式の壁(仮称)300mm厚にコルゲート円形枠に
工場にて成型して置く、間仕切り5,6のコンクリート
壁には、次室へ放流用の連結用パイプ14,15を予め
取り付けて置く。 4)円形底部には波型形状の為に、管底内の清掃用の底
盤コンクリート12を打設する。 5)円形上部には、目的に応じ各室に点検用マンホール
13、災害時のポンプ消火の取付管、簡易トイレの落し
込み用パイプ、雨水放水用の取付管(散水用)、水中ポ
ンプ点検用等の各種取付管を溶接して取り付ける。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described with reference to the drawings. A) Underground water storage tank 11 composed of a circular corrugated pipe type, concrete prefabricated type, steel prefabricated type, etc. 1) Prefabricated steel plate prefabricated underground water storage tank. (Corrugated pipe circular type) 1 uses a corrugated pipe circular shape used as a drainage pipe for civil engineering work. 2) Assemble the circular corrugated pipe with special bolts suitable for corrugations. The underground water storage tank 1 is filled with a watertight special packing at the time of assembling each steel plate, and the bolt portion is filled with a watertight special sealing material. 3) The concrete walls of the partitions 5 and 6 are concrete-type walls (tentative name) and are molded in a corrugated circular frame with a thickness of 300 mm at the factory. The concrete walls of the partitions 5 and 6 are to be discharged to the next room. The connecting pipes 14 and 15 are mounted in advance. 4) Cast a bottom concrete 12 for cleaning the inside of the pipe bottom on the circular bottom for a corrugated shape. 5) In the upper part of the circle, a manhole 13 for inspection in each room according to the purpose, a mounting pipe for pump fire extinguishing at the time of disaster, a pipe for dropping a simple toilet, a mounting pipe for rainwater discharge (for watering), for checking a submersible pump Welding various mounting pipes such as.

【0010】B)土砂流入防止槽2 1)隣接建造物よりの雨水の一時的貯水槽として利用。 2)コルゲート貯水槽に設置するのと、別途外部に簡易
浸透桝を設置し、土砂の貯水槽2への流入防止装置とす
る。管内に沈殿した土砂は、定期的に点検、搬出する。 3)内部底壁には、底盤コンクリート12を打設し、管
内清掃を楽にする。 4)次室への連結パイプ14,15により、上澄水を放
流する。
B) Sediment inflow prevention tank 2 1) Used as a temporary storage tank for rainwater from an adjacent building. 2) Install a simple infiltration basin separately from the corrugated water tank to prevent soil and sand from flowing into the water tank 2. The sediment that has settled in the pipes is regularly inspected and carried out. 3) The bottom concrete 12 is cast on the inner bottom wall to make cleaning in the pipe easier. 4) The supernatant water is discharged by connecting pipes 14 and 15 to the next chamber.

【0011】C)防災貯水槽3 1)防災用水、防災用水として、地方自治体法令に制定
された貯水量を常時貯水する。 2)降雨時に流入された雨水がオーバーフローされたら
次室の雨水流入抑制槽4に放流する。
C) Disaster Prevention Water Storage Tank 3 1) As a disaster prevention water and a disaster prevention water, a water storage amount stipulated by laws and regulations of local governments is always stored. 2) If the rainwater that has flowed in during rainfall overflows, discharge it to the rainwater inflow suppression tank 4 in the next room.

【0012】D)雨水流入抑制槽4 簡易トイレ用貯水槽4の地上部9は地下貯水槽1の地上
部に露出して設けられる。簡易トイレ用貯水槽4は間仕
切6と、リブ付妻板8と、地下貯水槽1のコルゲートパ
イプとにて他の区割分と分離して仕切られている。上水
道、下水道及び電力が不通の時は、汲み取り式のトイレ
として使用し、公共施設の復旧時は水洗式として、汚物
は下水道に水中汚水汚物ポンプ10にて簡易トイレ用貯
水槽4の外 方に放出するもとのする。
D) Rainwater Inflow Suppression Tank 4 Above-ground portion 9 of simple toilet cistern 4 is provided so as to be exposed above ground portion of underground cistern 1. The simple toilet water storage tank 4 is separated from other divisions by a partition 6, a ribbed spigot 8, and a corrugated pipe of the underground water storage tank 1. When the water supply, sewerage, and power supply are interrupted, use the toilet as a pumping toilet. When the public facilities are restored, use the flushing toilet. To release.

【0013】次に地下貯水槽1の他の部分すなわち簡易
トイレ用貯水槽4以外の部分を詳しく述べる。すなわ
ち、リブ付妻板7の水位を保有するために地下貯水槽1
の雨水流入貯留槽2の前方壁すなわちリブ付妻板7の上
方端に、流入パイプ11が接続される。又、この雨水流
入貯留槽2及び前記貯水槽4の内底部に底盤コンクリー
ト12が打設してあって管内清掃を楽にする。13は雨
水流入貯水槽2のマンホール、14及び15は間仕切5
と6にあけた、次室への放流用の連続用パイプである。
地下貯水槽1内に沈殿した土砂は定期的に点検、搬出す
る。又前記次室への放流用の連結用パイプ14,15の
穴は間仕切5,6の上部あけてあるために降雨時に雨水
流入貯水槽2に貯水した雨水を、晴天時に常設の水中ポ
ンプ(図示せず)にて、河川、雨水下水管等に放流す
る。この水中ポンプには、自動放流スイッチ装置を設定
する。又、晴天時には地下貯水槽1を校庭の地下に設置
した場合、校庭の散水用として利用することができる。
Next, other parts of the underground water storage tank 1, that is, parts other than the simple toilet water storage tank 4 will be described in detail. That is, in order to retain the water level of the ribbed end plate 7,
The inflow pipe 11 is connected to a front wall of the rainwater inflow storage tank 2, that is, an upper end of the end plate 7 with ribs. In addition, bottom concrete 12 is cast on the inner bottom of the rainwater inflow storage tank 2 and the water storage tank 4 to facilitate cleaning of the inside of the pipe. 13 is a manhole of the rainwater inflow tank 2 and 14 and 15 are partitions 5
This is a continuous pipe for discharge to the next room.
Sediment that has settled in the underground water storage tank 1 is regularly inspected and carried out. The holes of the connecting pipes 14 and 15 for discharge to the next chamber are opened at the upper part of the partitions 5 and 6, so that the rainwater stored in the rainwater inflow tank 2 at the time of rainfall is supplied to a permanent submersible pump (Fig. (Not shown) to discharge to rivers, rainwater sewers, etc. An automatic discharge switch device is set for this submersible pump. Further, when the underground water storage tank 1 is installed under the school yard in fine weather, it can be used for watering the school yard.

【0014】[0014]

【発明の効果】本発明は前記したように構成したから雨
水に混入した土砂等は雨水流入貯水槽2にて濾過された
後、防災貯水槽3に貯水される、又、災害発生時には、
雨水流入抑制槽4の地上部に、簡易トイレ用シートテン
ト18を設営し、災害備貯スペースを占めないものを用
いてセットすることができ、又、身障者対策として、車
椅子利用が可能なスペースを保有させることができる。
又災害発生時初期は、汲み取り式の簡易トイレ17とし
て利用し、公共施設の災害復旧時には水洗式に切り替え
バキューム式汲み取り車にて汲み取り、トイレの利用者
人数を増やすことができる。
Since the present invention is constructed as described above, the sediment mixed in the rainwater is filtered in the rainwater inflow storage tank 2 and then stored in the disaster prevention water storage tank 3.
A seat tent 18 for a simple toilet is set up on the above-ground part of the rainwater inflow control tank 4 and can be set using one that does not occupy a storage space for disasters. Can be retained.
In the early stage of the disaster, the toilet is used as a simple toilet 17 of a pumping type, and when the disaster of a public facility is restored, it is switched to a flushing type, and the number of users of the toilet can be increased by using a vacuum pump.

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

【図1】本発明の実施例の一部を切欠した平面図であ
る。
FIG. 1 is a partially cutaway plan view of an embodiment of the present invention.

【図2】本発明の実施例の一部を切欠した正面図であ
る。
FIG. 2 is a partially cutaway front view of the embodiment of the present invention.

【図3】図2のAーA線の断面図である。FIG. 3 is a sectional view taken along line AA of FIG. 2;

【図4】簡易トイレ用シートテントの平面図である。FIG. 4 is a plan view of a simple toilet seat tent.

【図5】簡易トイレ用シートテントの正面図である。FIG. 5 is a front view of a seat tent for a simple toilet.

【図6】簡易トイレ用シートテントと便器とを組立てた
平面図である。
FIG. 6 is a plan view in which a seat tent for a simple toilet and a toilet are assembled.

【図7】簡易トイレ用シートテントと便器とを組立てた
他の実施例の平面図である。
FIG. 7 is a plan view of another embodiment in which a seat tent for a simple toilet and a toilet are assembled.

【符号の説明】[Explanation of symbols]

1 コルゲートパイプ円型、コンクリートプレハブ型、
鋼管プレハブ型等よりなる地下貯水槽 2 雨水流入貯水槽 3 防災貯水槽 4 簡易トイレ用貯水槽(雨水流入抑制槽) 5,6 間仕切 7,8 リブ付妻板 9 簡易トイレの地上部 10 水中汚水汚物ポンプ 11 土砂水混合液体流入パイプ 12 底盤コンクリート 13 雨水流入貯水槽のマンホール 14,15 次室への放流用の連結用パイプ 16 点検用マンホール 17 簡易トイレ 18 簡易トイレ用シートテント 19 放水路
1 Corrugated pipe circular type, concrete prefabricated type,
Underground water tank consisting of steel pipe prefabricated type etc. 2 Rainwater inflow water tank 3 Disaster prevention water tank 4 Water tank for simple toilet (rainwater inflow control tank) 5, 6 Partition 7, 8 Ribbed wedge plate 9 Above ground part of simple toilet 10 Underwater sewage filth Pump 11 Sediment-water mixed liquid inflow pipe 12 Bottom concrete 13 Manhole of rainwater inflow storage tank 14, 15 Connecting pipe for discharge to secondary room 16 Inspection manhole 17 Simple toilet 18 Seat tent for simple toilet 19 Tailway

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 地下貯水槽1内において雨水流入貯水槽
2と防災貯水槽3と雨水流入抑制槽4とを間仕切5及び
6にて間仕切し、前端開口部7と後端開口部8とをそれ
ぞれ閉鎖し土砂水混合液体流入パイプ11を雨水流入貯
水槽2に配設し、汚水汚物ポンプ10を雨水流入抑制槽
4に配設してなる多目的プレハブ地下貯水槽。
1. A rainwater inflow storage tank 2, a disaster prevention water storage tank 3, and a rainwater inflow suppression tank 4 are partitioned by partitions 5 and 6 in an underground water storage tank 1, and a front end opening 7 and a rear end opening 8 are separated. A multipurpose prefabricated underground water storage tank in which each is closed and the soil-water mixed liquid inflow pipe 11 is disposed in the rainwater inflow storage tank 2 and the sewage filth pump 10 is disposed in the rainwater inflow suppression tank 4.
【請求項2】 学校、避難公園、多目的広場等、災害時
の避難場所の地下に地下貯水槽として設置してなる請求
項1記載の多目的プレハブ地下貯水槽。
2. The multipurpose prefabricated underground water storage tank according to claim 1, which is installed as an underground water storage tank under a disaster evacuation site such as a school, an evacuation park, or a multipurpose open space.
【請求項3】 簡易トイレ用貯水槽(雨水流入抑制槽)
4の上方部に簡易トイレの地上部9を設置してなる請求
項1又は請求項2記載の多目的プレハブ地下貯水槽。
3. A water tank for a simple toilet (rainwater inflow control tank)
The multipurpose prefabricated underground water storage tank according to claim 1 or 2, wherein a ground part (9) of the simple toilet is installed above the part (4).
JP8316873A 1996-11-14 1996-11-14 Multipurpose prefabricated underground water tank Expired - Fee Related JP2913391B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8316873A JP2913391B2 (en) 1996-11-14 1996-11-14 Multipurpose prefabricated underground water tank

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8316873A JP2913391B2 (en) 1996-11-14 1996-11-14 Multipurpose prefabricated underground water tank

Publications (2)

Publication Number Publication Date
JPH10140628A true JPH10140628A (en) 1998-05-26
JP2913391B2 JP2913391B2 (en) 1999-06-28

Family

ID=18081871

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8316873A Expired - Fee Related JP2913391B2 (en) 1996-11-14 1996-11-14 Multipurpose prefabricated underground water tank

Country Status (1)

Country Link
JP (1) JP2913391B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009077773A (en) * 2007-09-25 2009-04-16 Asahi Concrete Works Co Ltd Toilet for disaster
CN104631562A (en) * 2015-01-29 2015-05-20 无锡昊瑜节能环保设备有限公司 Underground water supplementing pool for multiple tandem green landscape
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

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009077773A (en) * 2007-09-25 2009-04-16 Asahi Concrete Works Co Ltd Toilet for disaster
JP4494447B2 (en) * 2007-09-25 2010-06-30 旭コンクリート工業株式会社 Disaster toilet
CN104631562A (en) * 2015-01-29 2015-05-20 无锡昊瑜节能环保设备有限公司 Underground water supplementing pool for multiple tandem green landscape
CN104631562B (en) * 2015-01-29 2016-05-18 佛山市顺德区顺茵绿化设计工程有限公司 The underground moisturizing pond of the Afforestation Landscape of multiple series connection
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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