JP6549343B1 - Osmosis tank for water circulation - Google Patents

Osmosis tank for water circulation Download PDF

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JP6549343B1
JP6549343B1 JP2019503474A JP2019503474A JP6549343B1 JP 6549343 B1 JP6549343 B1 JP 6549343B1 JP 2019503474 A JP2019503474 A JP 2019503474A JP 2019503474 A JP2019503474 A JP 2019503474A JP 6549343 B1 JP6549343 B1 JP 6549343B1
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groundwater
storage tank
automatic
water
water circulation
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JP2019522746A (en
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ヤン ホ、ウォオ
ヤン ホ、ウォオ
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Lid Water Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/10Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • E03F5/101Dedicated additional structures, interposed or parallel to the sewer system
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/10Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/10Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • E03F5/105Accessories, e.g. flow regulators or cleaning devices

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  • Engineering & Computer Science (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Sewage (AREA)

Abstract

本発明は、雨天時に地表に近くに設置された雨水浸透施設によって流入する雨水以外に地中に浸透した流出地下水まで浸透・貯留槽に自動で流入させて水循環率を画期的に高めることができる水循環用浸透・貯留槽に関する。本発明による水循環用浸透・貯留槽は、地下に埋設された浸透・貯留槽の鉄筋コンクリート基底(1)に取り付けられ、内部に空間(20)を有する箱状コンクリート構造物(21)と、砕石骨材(41)によって取り囲まれ、前記箱状コンクリート構造物(21)の内部空間(20)に連結される有孔管状の地下水流入通路(22)と、浸透・貯留槽の鉄筋コンクリート基底(1)に埋設され、前記箱状コンクリート構造物(21)の内部空間(20)に連結され、胴体の周りに固定板(31)及び止水板(32)を有する地下水自動流入バルブハウジング(23)と、前記地下水自動流入バルブハウジング(23)に着脱可能に装着され、前記箱状コンクリート構造物(21)の内部空間(20)に流入する流出地下水を浸透・貯留槽の内部に自動で流入させる地下水自動流入バルブ(12)とを含んでなる、浸透・貯留槽用地下水自動流入装置を備える。本発明による水循環用浸透・貯留槽は流出地下水を活用することができるので、地下水位によって有効水量を従来の浸透・貯留槽に比べて150〜350%増大させることができる効果を有する。【選択図】図8The present invention can dramatically increase the water circulation rate by automatically flowing into the infiltration / storage tank up to the groundwater infiltrated into the ground in addition to the rainwater flowing in by the rainwater infiltration facility installed near the surface of the earth during rainy weather. It relates to a water circulation infiltration / storage tank. The infiltration / storage tank for water circulation according to the present invention is attached to a reinforced concrete base (1) of an infiltration / storage tank buried underground, and has a box-shaped concrete structure (21) having a space (20) therein, and a crushed bone A perforated tubular groundwater inflow passage (22) surrounded by a material (41) and connected to the internal space (20) of the box-shaped concrete structure (21), and a reinforced concrete base (1) of a seepage / storage tank An underground water automatic inflow valve housing (23) embedded in and connected to the internal space (20) of the box-shaped concrete structure (21) and having a fixing plate (31) and a water stop plate (32) around the body; The groundwater automatic inflow valve housing (23) is detachably mounted, and the outflow groundwater flowing into the internal space (20) of the box-shaped concrete structure (21) is infiltrated and stored in the storage tank. Comprising a groundwater automatic inlet valve for flowing automatically (12) in section comprises an osmotic-reservoir Groundwater automatic inlet system. Since the infiltration / storage tank for water circulation according to the present invention can utilize outflow groundwater, it has an effect that the effective water amount can be increased by 150 to 350% depending on the groundwater level as compared with the conventional infiltration / storage tank. [Selection] Figure 8

Description

本発明は、循環用浸透・貯留槽に関し、より詳しくは、雨天時に地表に近くに設置された雨水浸透施設によって流入する雨水以外に地中に浸透した流出地下水まで貯留槽に自動で流入させて水循環率を画期的に高めることができる水循環用浸透・貯留槽に関する。   The present invention relates to a permeation and storage tank for circulation, and more specifically, in the storage tank, an outflow groundwater which has penetrated into the ground is automatically made to flow into the storage tank besides rainwater which flows in by rainwater infiltration facilities installed near the surface at the time of rain. The present invention relates to an infiltration / storage tank for water circulation, which can dramatically increase the water circulation rate.

都会化が持続的に進むにつれて、道路舗装及び建築などによる不透水層が増大していく一方、気候変化によって6月〜9月に降雨の時期別集中化が深化して雨水が地中に染み込めずに流出することによって河川の氾濫、都心の浸水及び洪水が頻繁に発生している。   As urbanization continues, impervious layers by road pavement and buildings increase, while climate change deepens the concentration of rainfall by time of June to September, and rainwater stains in the ground. Flooding of rivers, floods and floods of urban areas frequently occur due to runoff.

また、地中への雨水浸透量が減少し、湧泉水の枯渇及び土壌の乾燥化によって雨水が自然循環することができないなど、都市地域の水循環はめったに改善されていない。   In addition, the water circulation in urban areas is rarely improved, for example, the amount of rainwater infiltration into the ground is reduced, and rainwater can not naturally circulate due to the depletion of spring water and soil dryness.

よって、本出願の発明者は、雨が降るとき、浸透筒、浸透管、浸透側溝、浸透掘、透水ブロック、樹木濾過ボックスなどの雨水浸透施設を用いて地中への雨水浸透量を増加させるとともに、このような雨水浸透施設を公共用地に設置された地下貯留槽に連続型流路で連結することで、地下貯留槽に雨水を長期間保存してからさまざまな目的で又は用途に用いるか、地下に染みこむようにして、枯渇した地下水を増大し、土壌に水分を供給する雨水浸透・貯留槽を開発して特許出願し、商用化したことがある(韓国特許登録第10−1238199号公報参照)。   Therefore, the inventor of the present application increases the amount of rainwater penetration into the ground using rainwater penetration facilities such as penetration cylinders, penetration tubes, penetration gutters, penetration digging, penetration blocks, tree filtration boxes, etc. when it rains. In addition, by connecting such a rainwater infiltration facility to the underground storage tank installed in the public land with a continuous flow channel, it is used for various purposes or for use after storing rainwater in the underground storage tank for a long time Developed a patent application and commercialized a rainwater infiltration and storage tank that increased the depleted groundwater and infiltrated the soil so that it infiltrated underground (see Korean Patent No. 10-1238199) ).

しかし、前記のような従来技術による雨水浸透・貯留槽は、雨天時に雨水浸透施設を介して保存される雨水のみを用いることができるだけであり、地中に浸透した流出地下水を用いることができなくて雨水の利用率及び水循環率が低い問題点を持っていた。   However, rainwater infiltration and storage tanks according to the prior art as described above can only use rainwater that is stored through rainwater infiltration facilities when it is raining, and it is not possible to use runoff groundwater that has penetrated into the ground. Rainwater utilization rate and water circulation rate were low.

そして、ある地下構造物が地下水位より低く設置されるとき、水頭(water head;圧力差)によってその構造物に水圧が作用し、この水圧のうち上向きに作用する水圧を揚圧力という。   And, when a certain underground structure is installed lower than the groundwater level, the water pressure acts on the structure by the water head (pressure difference), and the water pressure acting upward in the water pressure is called lifting pressure.

ここで、水頭とは、地下水位と浸透・貯留槽の貯留水位間の差をいい、地下水位とは、井戸を掘るときに一定の深さに至ると水が浸出して溜まり、この水が溜まる最上部の水面をいう。
地下に埋設される雨水浸透・貯留槽は、雨天時に上昇した地下水位によって揚圧力を受けることになる。
Here, the head refers to the difference between the groundwater level and the storage water level of the infiltration and storage tank, and the groundwater level exudes and collects water when it reaches a certain depth when digging a well. The top water surface that collects.
Rainwater infiltration reservoirs buried underground will be pumped up by the rising groundwater level when it rains.

本発明の目的は、雨天時に地表に近くに設置された雨水浸透施設によって流入する雨水だけではなく地中に浸透した流出地下水まで貯留槽に自動で流入させて雨水の利用率及び水循環率を画期的に高めることができる水循環用浸透・貯留槽を提供することにある。   The object of the present invention is to automatically flow into the storage tank not only the rainwater flowing in by the rainwater infiltration facility installed near the surface when it rains, but also the outflow groundwater which penetrates into the ground, and define the utilization rate of water and the water circulation rate. It is to provide a permeation and storage tank for water circulation that can be increased periodically.

上記課題を解決するために、本発明は、地下に埋設されて雨水を保存する浸透・貯留槽であって、前記浸透・貯留槽の鉄筋コンクリート基底に設置され、流出地下水を前記浸透・貯留槽の内部に自動で流入させる地下水自動流入装置をさらに含んでなる、水循環用浸透・貯留槽を提供する。   In order to solve the above problems, the present invention is a seepage / storage tank which is buried underground to store rainwater, and is installed in a reinforced concrete base of the penetration / storage tank, and the outflowing groundwater is used for the penetration / storage tank. There is provided a permeation and storage tank for water circulation, which further comprises an automatic groundwater inflow device which is automatically introduced into the interior.

ここで、地下水自動流入装置は、浸透・貯留槽の鉄筋コンクリート基底に接合して内部空間をなす箱状コンクリート構造物と、砕石骨材によって取り囲まれ、前記箱状コンクリート構造物の内部空間に連結される有孔管状の地下水流入通路と、浸透・貯留槽の鉄筋コンクリート基底に埋設され、前記箱状コンクリート構造物の内部空間に連結される地下水自動流入バルブハウジングと、前記地下水自動流入バルブハウジングに着脱可能に装着され、前記箱状コンクリート構造物の内部空間に流入する地下水を浸透・貯留槽の内部に自動で流入させる地下水自動流入バルブとを含んでなる。
ここで、前記地下水自動流入バルブハウジングは、浸透・貯留槽に貯留された貯留水の漏水を防止するために、その胴体の周りに固定板及び止水板を備える。
Here, the automatic water inflow device is surrounded by a box-shaped concrete structure joined to the reinforced concrete base of the infiltration / storage tank to form an inner space, and crushed aggregate, and is connected to the inner space of the box-shaped concrete structure. Automatic groundwater inlet valve housing which is embedded in the reinforced concrete base of the infiltration and storage tank and is connected to the internal space of the box-like concrete structure, and which can be detached from the underground water inlet valve housing And an automatic groundwater inflow valve for automatically inflowing groundwater flowing into the interior space of the box-like concrete structure into the interior of the storage tank.
Here, the automatic groundwater inflow valve housing is provided with a fixing plate and a water blocking plate around its body in order to prevent water leakage of the stored water stored in the infiltration / storage tank.

ここで、本発明による水循環用浸透・貯留槽は、前記固定板の上側に密着し、前記地下水自動流入バルブハウジングの胴体の周りに螺合される回転板をさらに備える。   Here, the permeation and storage tank for water circulation according to the present invention further comprises a rotary plate closely attached to the upper side of the fixed plate and screwed around the body of the automatic groundwater inlet valve housing.

ここで、本発明による水循環用浸透・貯留槽は、前記固定板と回転板の間に、浸透・貯留槽の貯留水が地下水自動流入バルブハウジングの胴体の周りを通して漏水することを防止するための防水層をさらに備える。   Here, the permeation and storage tank for water circulation according to the present invention is a waterproof layer between the fixed plate and the rotary plate for preventing the storage water of the penetration and storage tank from leaking around the body of the groundwater automatic inflow valve housing. Further comprising

ここで、本発明による地下水自動流入装置の地下水自動流入バルブは、バルブ固定用カバーと地下水自動流入バルブハウジング間の螺合によって地下水自動流入バルブハウジングに固定される。   Here, the automatic groundwater inlet valve of the automatic groundwater inlet device according to the present invention is fixed to the automatic groundwater inlet valve housing by screwing between the valve fixing cover and the automatic groundwater inlet valve housing.

ここで、本発明による地下水自動流入装置の地下水自動流入バルブは、設定圧力によって自動開閉する圧力開閉板と、流入地下水中の砂、土などの微細物質を濾すスクリーンとを含んでなる。   Here, the groundwater automatic inflow valve of the groundwater automatic inflow device according to the present invention comprises a pressure switchboard which is automatically opened and closed by a set pressure, and a screen for filtering fine substances such as sand and soil in the inflowing underground water.

ここで、本発明による地下水自動流入バルブの圧力開閉板は、逆流防止のための構造を有し、流出地下水の揚圧力が地下水自動流入バルブの設定圧力を超えれば、地下水自動流入バルブが自動で開放し、流出地下水が浸透・貯留槽の内部に一方向通過(one way pass)して流入するだけであり、一度流入した流出地下水は自動流入バルブを通して浸透・貯留槽外に流出することはできない。
ここで、本発明による地下水自動流入バルブの圧力開閉板の開閉方式が、スプリング式、重力式及び電子式のいずれか一つであってもよい。
Here, the pressure switchboard of the groundwater automatic inflow valve according to the present invention has a structure for preventing backflow, and if the pumping pressure of the outflowing groundwater exceeds the set pressure of the groundwater automatic inflow valve, the groundwater automatic inflow valve is automatically operated. It is open and outflowing groundwater only penetrates one way into the inside of the storage tank and flows into the inside of the storage tank, and once it enters the outflow groundwater can not flow out through the automatic inflow valve out of the storage tank .
Here, the opening and closing method of the pressure switching plate of the automatic groundwater inlet valve according to the present invention may be any one of a spring type, a gravity type and an electronic type.

ここで、本発明による地下水自動流入バルブの圧力開閉板は、モノのインターネットシステム(IoT Platform)に連結され、気象条件又は雨水処理目的などによって開放が選択的に調節されることができる。   Here, the pressure switchboard of the groundwater automatic inflow valve according to the present invention is connected to the Internet of Things system (IoT Platform), and the opening can be selectively adjusted according to weather conditions or rainwater treatment purpose.

ここで、本発明による地下水自動流入バルブのスクリーンは、螺合によって地下水自動流入バルブ又は地下水自動流入バルブハウジングにそれぞれ着脱可能に固定される。   Here, the screen of the automatic groundwater inlet valve according to the present invention is detachably fixed to the automatic groundwater inlet valve or the automatic groundwater inlet valve housing by screwing.

また、本発明は、地下に埋設された浸透・貯留槽の鉄筋コンクリート基底に取り付けられ、内部に空間を有する箱状コンクリート構造物と、砕石骨材によって取り囲まれ、前記箱状コンクリート構造物の内部空間に連結される有孔管状の地下水流入通路と、浸透・貯留槽の鉄筋コンクリート基底に埋設され、前記箱状コンクリート構造物の内部空間に連結される地下水自動流入バルブハウジングと、前記地下水自動流入バルブハウジングに着脱可能に装着され、前記箱状コンクリート構造物の内部空間に流入する流出地下水を浸透・貯留槽の内部に自動で流入させる地下水自動流入バルブとを含んでなる浸透・貯留槽用地下水自動流入装置を提供する。
ここで、地下水自動流入装置は、浸透・貯留槽の長さ15mごとに又は貯留量200〜300トンごとに一つが設置される。
ここで、地下水自動流入装置は、容易な維持管理のために、浸透・貯留槽の垂直マンホールを兼ねた維持管理用作業通路の下部に設置される。
Further, according to the present invention, a box-shaped concrete structure attached to a reinforced concrete base of a seepage / storage tank buried underground and surrounded by a box-shaped concrete structure having a space inside and a crushed aggregate, the internal space of the box-shaped concrete structure Tubular groundwater inlet passage connected to the ground, underground automatic water inlet valve housing embedded in the reinforced concrete base of the penetration and storage tank, and connected to the inner space of the box-like concrete structure, the underground water automatic inlet valve housing Automatic inflow and drainage for groundwater storage tank, including an automatic groundwater inflow valve, which is detachably mounted on the inner wall of the box-shaped concrete structure so as to permeate outflow groundwater flowing into the inner space of the box-like concrete structure and automatically flow into the storage tank. Provide an apparatus.
Here, as for the underground water automatic inflow device, one is installed for every 15 m of the length of the infiltration and storage tank or for every 200 to 300 tons of storage capacity.
Here, the underground water automatic flow-in device is installed in the lower part of the maintenance work passage which also serves as the vertical manhole of the infiltration and storage tank for easy maintenance and management.

本発明による水循環用浸透・貯留槽は、雨天時に地表に近くに設置された雨水浸透施設によって流入する雨水だけではなく地中に浸透した流出地下水まで浸透・貯留槽に自動で流入させて雨水の利用率及び水循環率を画期的に高めることができるという効果を有する。   The permeation / reservoir for water circulation according to the present invention is not only rainwater inflowing by a rainwater infiltration facility installed near the surface when it is raining, but it is automatically made to infiltrate into the storage tank to runoff groundwater which penetrates into the ground. It has the effect of being able to dramatically increase the utilization rate and the water circulation rate.

また、本発明による水循環用浸透・貯留槽は、流出地下水を活用することができ、地下水位によって有効水量を従来の浸透・貯留槽に比べて150〜350%増大させることができるという効果を有する。   In addition, the seepage and storage tank for water circulation according to the present invention can utilize runoff groundwater and has an effect that the effective water volume can be increased by 150 to 350% compared to the conventional penetration and storage tank by the groundwater level. .

本発明の一実施例による水循環用浸透・貯留槽を示す概念図である。It is a conceptual diagram showing the penetration and storage tank for water circulation by one example of the present invention. 本発明の一実施例による水循環用浸透・貯留槽の滞水材を単位組立構造で示す概念図である。It is a conceptual diagram which shows the water retention material of the permeation and storage tank for water circulation by one Example of this invention by unit assembly structure. 本発明の一実施例による水循環用浸透・貯留槽の鉄筋コンクリート基底に地下水自動流入バルブが取り付けられた形態を示す図である。It is a figure which shows the form in which the groundwater automatic inflow valve was attached to the reinforced concrete base of the permeation and storage tank for water circulation by one Example of this invention. 本発明の一実施例による水循環用浸透・貯留槽の地下水自動流入装置を概略的に示す概念図である。It is a conceptual diagram showing roughly the underground water automatic inflow device of the penetration and storage tank for water circulation by one example of the present invention. 図4の地下水自動流入装置の断面図である。It is sectional drawing of the groundwater automatic inflow apparatus of FIG. 図5に示した地下水自動流入バルブの出口部の詳細図である。It is detail drawing of the exit part of the groundwater automatic inflow valve shown in FIG. 図5に示した地下水自動流入バルブの入口部の詳細図である。It is detail drawing of the entrance part of the groundwater automatic inflow valve shown in FIG. 本発明の一実施例による水循環用浸透・貯留槽の水循環概念図である。It is a water circulation conceptual diagram of the osmosis and storage tank for water circulation by one example of the present invention.

以下、添付図面に基づいて本発明の実施のための具体的な内容を説明する。そして、本発明の説明において、関連した公知の機能が当該分野の通常の技術者に自明な事項であって本発明の要旨を不必要に曖昧にするおそれがあると判断される場合には、その詳細な説明を省略する。
図1は本発明の一実施例による水循環用浸透・貯留槽を示す概念図である。
Hereinafter, specific contents for implementation of the present invention will be described based on the attached drawings. And, in the description of the present invention, in the case where it is determined that the related known function is a matter obvious to a person skilled in the art and may unnecessarily obscure the gist of the present invention, The detailed description is omitted.
FIG. 1 is a conceptual view showing a permeation and storage tank for water circulation according to an embodiment of the present invention.

本発明の一実施例による水循環用浸透・貯留槽は、各部材が軽くて組立型に締結できるので、施工作業が容易であり、銀ナノ(Nano Silver)処理されているので、雨水を長期間保存しても微生物発生などによる雨水の汚染が著しく低減し、地下深度変化及び設計荷重の条件によって応力構造の変更が容易であるハイブリッド(Hybrid)方式の補強構造システムを取り揃えている。   Since the penetration and storage tank for water circulation according to one embodiment of the present invention are light in weight and can be fastened in an assembly type, the construction work is easy, and they are treated with Nano Silver, so rain water can be maintained for a long time We have a hybrid (Hybrid) reinforced structural system that significantly reduces rainwater contamination due to microbe generation etc. even when stored, and the stress structure can be easily changed by the conditions of depth change and design load.

本発明の一実施例による水循環用浸透・貯留槽は、貯留槽の基礎をなす鉄筋コンクリート基底1と、貯留槽に加わる垂直荷重及び水平荷重を支える水平材であり、板状をなし、コーナー部が切開されている複数の滞水材2と、前記複数の滞水材2のコーナー部に結合され、前記複数の滞水材2に加わる垂直荷重に対応し、貯留槽の設計荷重条件及び地下深度変化によってその内部が補強材で満たされる複数の中空主柱3と、前記複数の滞水材2の中央部に結合され、上部から加わる圧縮及び曲げモーメントによる前記複数の滞水材2の垂れを防止するための複数の中空中央補助柱(図示せず)と、前記複数の滞水材2、複数の主柱3及び複数の中央補助柱(図示せず)によって形成される貯留槽の滞水空間を取り囲み、透水構造としての浸透有孔板5を含む外壁板6と、雨水を流入させ、作業者の出入が可能な流入マンホール8と、雨水を流出させ、作業者の出入が可能な流出マンホール9と、貯留槽の内部掃除などの貯留槽の維持保守を行うために流入マンホール8と流出マンホール9を連結する垂直作業通路10及び水平作業通路11とを含んでなり、前記滞水材2を含む貯留槽の部品が銀ナノ成分を含有したガラスファイバー素材の抗菌性複合材からなっている。
また、本発明の一実施例による水循環用浸透・貯留槽は、貯留槽の鉄筋コンクリート基底1に地下水自動流入バルブ12が取り付けられる。
図2は本発明の一実施例による水循環用浸透・貯留槽の滞水材を単位組立構造で示す概念図である。
The permeation and storage tank for water circulation according to one embodiment of the present invention is a reinforced concrete base 1 which forms the foundation of the storage tank, and a horizontal member which supports vertical load and horizontal load applied to the storage tank. A plurality of water retaining materials 2 being incised, and a corner portion of the plurality of water retaining materials 2, corresponding to a vertical load applied to the plurality of water retaining materials 2, a design load condition of the reservoir and an underground depth A plurality of hollow main columns 3 whose interior is filled with a reinforcing material according to a change, and a central portion of the plurality of water retaining materials 2, and sagging of the plurality of water retaining materials 2 due to compression and bending moment applied from the top Of the storage tank formed by a plurality of hollow central support columns (not shown) for preventing, a plurality of water retaining members 2, a plurality of main columns 3 and a plurality of central support columns (not shown) Surrounding the space, penetration as a permeable structure Exterior wall plate 6 including hole plate 5, inflow of rain water, inflow manhole 8 where workers can enter and leave, outflow manhole 9, which allows rain water to flow out and workers can enter and leave, cleaning the inside of the storage tank, etc. The vertical working passage 10 and the horizontal working passage 11 connecting the inflow manhole 8 and the outflow manhole 9 to perform maintenance of the storage tank, and the parts of the storage tank including the water retaining material 2 are silver nano components It consists of an antibacterial composite material of a glass fiber material containing
Further, in the permeation and storage tank for water circulation according to one embodiment of the present invention, a groundwater automatic inflow valve 12 is attached to a reinforced concrete base 1 of the storage tank.
FIG. 2 is a schematic view showing a stagnant water material of a permeation / reservoir for water circulation according to an embodiment of the present invention in a unit assembled structure.

本発明の一実施例による滞水材2は板状(1,000×1,000×50mmの規格)の上下パネル14、15からなり、その上下パネル14、15からなった単位組立構造体は雨水又は地下水を保存する単位空間をなし、上下パネル14、15の4コーナー部に形成された主柱結合部16と中央部位に形成された中央補助柱結合部17の嵌合締結構造によって、上下パネル14、15の各コーナー部には主柱3が、中央部には中央補助柱4がそれぞれ結合固定される。
また、本発明の一実施例による滞水材2は、自体重量及び材料費を減らすために、直径50〜100mmの円形孔又は角形孔18を備える。
図3は本発明の一実施例による水循環用浸透・貯留槽の鉄筋コンクリート基底に地下水自動流入バルブが取り付けられた形態を示している。
The water retaining material 2 according to one embodiment of the present invention comprises a plate-like (1,000 × 1,000 × 50 mm standard) upper and lower panels 14, 15, and a unit assembly structure comprising the upper and lower panels 14, 15 A unit space for storing rainwater or groundwater is formed, and the main pillar joint 16 formed at the four corners of the upper and lower panels 14 and 15 and the central auxiliary pillar joint 17 formed at the central portion are combined and fastened. The main pillar 3 is coupled and fixed to each corner of the panels 14 and 15, and the central auxiliary pillar 4 is coupled and fixed to the central portion.
In addition, the water retaining material 2 according to one embodiment of the present invention is provided with a circular hole or square hole 18 with a diameter of 50 to 100 mm in order to reduce the weight and material cost.
FIG. 3 shows an embodiment in which a groundwater automatic inflow valve is attached to a reinforced concrete base of a permeation and storage tank for water circulation according to an embodiment of the present invention.

図4は本発明の一実施例による水循環用浸透・貯留槽の鉄筋コンクリート基底に設置され、浸透・貯留槽の内部に流出地下水を自動で流入させる地下水自動流入装置を概略的に示す概念図、図5は図4の地下水自動流入装置の断面図、図6は図5に示した地下水自動流入バルブの出口部の詳細図、図7は図5に示した地下水自動流入バルブの入口部の詳細図である。   FIG. 4 is a conceptual diagram schematically showing an automatic groundwater inflow apparatus installed in a reinforced concrete base of a permeation and storage tank for water circulation according to an embodiment of the present invention, for automatically flowing out groundwater into the penetration and storage tank. 5 is a sectional view of the automatic groundwater inlet apparatus of FIG. 4, FIG. 6 is a detailed view of the outlet of the automatic groundwater inlet valve shown in FIG. 5, and FIG. 7 is a detailed view of the inlet of the automatic groundwater inlet valve shown in FIG. It is.

本発明の一実施例による地下水自動流入装置19は、浸透・貯留槽の鉄筋コンクリート基底1に接合されて内部空間20をなす箱状コンクリート構造物(PC;Precasting Concreate)21と、砕石骨材(図示せず)によって取り囲まれ、前記箱状コンクリート構造物21の内部空間20に連結される有孔管状の地下水流入通路(暗渠)22とを備える。   An automatic groundwater inflow apparatus 19 according to an embodiment of the present invention is a box-shaped concrete structure (PC; Precasting Concreate) 21 joined to a reinforced concrete base 1 of a permeation / storage tank to form an internal space 20, crushed aggregate (FIG. And a perforated tubular underground water inflow passage (underdrain) 22 connected to the inner space 20 of the box-shaped concrete structure 21.

一般に、大部分の地下室の底には暗渠が取り付けられているが、本発明の一実施例による地下水自動流入装置は暗渠の水を強制で排水せず、流出地下水と浸透・貯留槽内の貯留水の水頭差によって浸透・貯留槽の内部に流出地下水が流入するように開発されたものであり、流出地下水の流入過程で発生する水流によって大部分の微細土砂が浸透・貯留槽の内部に入ると、汚染及び微細物質が流入装置を詰めて故障を引き起こすことができる。   In general, a culvert is attached to the bottom of most of the basements, but the automatic groundwater inflow apparatus according to an embodiment of the present invention does not forcibly drain the culvert water, and the outflow groundwater and the infiltration / reservoir storage It was developed so that the outflow groundwater flowed into the inside of the infiltration tank by the difference in water head, and most of the fine sediment enters the inside of the infiltration tank by the water flow generated in the inflow process of the outflow groundwater Also, contamination and fines can pack the inflow device and cause failure.

したがって、箱状コンクリート構造物21を暗渠(地下水流入通路)22と接合させることで、異物が内部に入ることを最大限防止し、箱状コンクリート構造物21と浸透・貯留槽の鉄筋コンクリート基底1間の接合部にも遮水板24を取り付けることで、接合部の異物流入又は漏水を防止する。
遮水板24は主に耐水性及び耐老化性に優れたネオプレン系プラスチック又はゴム素材を使う。
Therefore, by joining the box-shaped concrete structure 21 to the culvert (ground water inflow passage) 22, it is possible to prevent foreign matter from entering the inside as much as possible, and between the box-shaped concrete structure 21 and the reinforced concrete base 1 of the infiltration reservoir. By attaching the water blocking plate 24 also to the joint portion, foreign matter inflow or leakage of the joint portion is prevented.
The water impermeable plate 24 mainly uses a neoprene plastic or rubber material excellent in water resistance and aging resistance.

また、本発明の一実施例による地下水自動流入装置19は、浸透・貯留槽の鉄筋コンクリート基底1に埋設され、前記箱状コンクリート構造物21の内部空間20に連結される地下水自動流入バルブハウジング23と、前記地下水自動流入バルブハウジング23に着脱可能に装着され、前記箱状コンクリート構造物21の内部空間20に流入する流出地下水を浸透・貯留槽の内部に自動で流入させる地下水自動流入バルブ12とを含んでなる。   Also, the automatic groundwater inflow device 19 according to one embodiment of the present invention is embedded in the reinforced concrete base 1 of the infiltration / storage tank, and connected to the internal space 20 of the box-like concrete structure 21 with an automatic groundwater inflow valve housing 23 The groundwater automatic inflow valve 12 which is detachably mounted on the underground water automatic inflow valve housing 23 and which allows the outflowing groundwater flowing into the internal space 20 of the box-like concrete structure 21 to permeate and flow into the reservoir automatically. It contains.

地下水自動流入バルブ12はバルブ固定用カバー30と地下水自動流入バルブハウジング23間の螺合29によって地下水自動流入バルブハウジング23に固定され、現場条件によって既成製品のバルブを選択的に使うことができるように、地下水自動流入バルブハウジング23が設計される。   The underground water automatic inlet valve 12 is fixed to the underground water automatic inlet valve housing 23 by screwing 29 between the valve fixing cover 30 and the underground water automatic inlet valve housing 23 so that it is possible to selectively use the valve of the finished product according to the site conditions. In addition, the groundwater automatic inlet valve housing 23 is designed.

地下水自動流入バルブ12は設定圧力によって開閉する圧力開閉板26を備え、圧力開閉板26は逆流防止のための構造を持っているので、流出地下水の揚圧力が圧力開閉板26の設定圧力を超えれば、圧力開閉板26が自動で開放し、流出地下水が浸透・貯留槽の内部に一方向通過(one way pass)して流入するだけであり、浸透・貯留槽の貯留水は圧力開閉板26を通じて流出することはできない。   The automatic groundwater inflow valve 12 has a pressure switch plate 26 opened and closed by a set pressure, and the pressure switch plate 26 has a structure for backflow prevention, so the pumping pressure of the outflowing groundwater exceeds the set pressure of the pressure switch plate 26 For example, the pressure switching plate 26 is automatically opened, and the outflowing groundwater only penetrates one way through the inside of the storage tank and flows in, and the storage water of the permeation and storage tank is the pressure switching plate 26. Can not flow out.

圧力開閉板26の設定圧力に関連して、例えば圧力開閉板26は、降雨時の流出などによって地下水位が上昇して流出地下水の水頭(地下水位と水循環用浸透・貯留槽の貯留水位間の差)25cmで流出地下水の揚圧力によって開放して流出地下水を水循環用浸透・貯留槽の内部に流入させるように、設定圧力が調整されることができる。   In relation to the pressure setting of the pressure switchboard 26, for example, the pressure switchboard 26 raises the groundwater level due to the outflow at the time of rainfall etc. and the head of the outflow groundwater (between the groundwater level and the storage water level of the permeation and reservoir for water circulation Difference) The set pressure can be adjusted so as to open by outflow pressure of the outflow ground water at 25 cm and make the outflow ground water flow into the interior of the water circulation permeation / reservoir.

そして、流出地下水が水循環用浸透・貯留槽の内部に流入するにつれて流出地下水の揚圧力が圧力開閉板26の設定圧力以下に低くなれば圧力開閉板26が自動で閉鎖する。   Then, as the outflow groundwater flows into the water circulation infiltration / storage tank, if the pumping pressure of the outflow groundwater becomes lower than the set pressure of the pressure switching plate 26, the pressure switching plate 26 is automatically closed.

地下水自動流入バルブ12の開閉方式はスプリング式、重力式、電子式など、多様は方式が適用されることができ、気象条件又は雨水の処理目的などによって開放が選択的に調節されることができる。   Various methods such as spring type, gravity type and electronic type can be applied to open and close the groundwater inlet valve 12, and the opening can be selectively adjusted depending on weather conditions or the purpose of rainwater treatment. .

すなわち、気象予報を電子開閉式地下水自動流入バルブ12のモノのインターネットシステム(IoT Platform)に連結することで、連続的な降雨又は暴雨などによって都市洪水が頻繁に発生する夏期には流出地下水の流入を遮断するとともに浸透・貯留槽内の貯留水を強制で排水して浸透・貯留槽を空にすることによって浸透・貯留槽が最大流量(peak flow)を低めるようにし、渇水期には流出地下水が一定の水頭によって無動力で浸透・貯留槽内に自動で流入して河川維持水及び造園水などとして使われることができるように、地下水自動流入バルブ12の開放を調節することができる。
また、地下水自動流入バルブ12は、流入地下水中の砂、土などの微細物質を濾すスクリーン27、28を地下水の流入部及び流出部にそれぞれ備えている。
That is, by connecting the weather forecast to the Internet of Things (IoT Platform) of the electronic automatic shut-off groundwater automatic inlet valve 12, inflow of runoff groundwater in summer when urban floods frequently occur due to continuous rainfall or heavy rain. Blockage and force drainage of stored water in the infiltration and storage tank to empty the infiltration and storage tank so that the infiltration and storage tank lowers the peak flow and runoff groundwater in the drought period It is possible to adjust the opening of the automatic water inflow valve 12 so that it can automatically flow into the infiltration reservoir without power and can be used as river maintenance water, landscaping water, etc. by a certain head.
In addition, the groundwater automatic inflow valve 12 is provided with screens 27 and 28 for filtering fine substances such as sand and soil in the inflowing groundwater at the inflow portion and the outflow portion of the groundwater, respectively.

地下水流出部のスクリーン27は螺合35によって地下水自動流入バルブ12に着脱可能に固定され、地下水流入部のスクリーン28は螺合36によって地下水自動流入バルブハウジング23に着脱可能に固定される。
地下水自動流入バルブハウジング23は金属材からなり、胴体の周りに円形羽状の固定板31と止水板32をそれぞれ備える。
The ground water outlet screen 27 is detachably fixed to the automatic groundwater inlet valve 12 by screwing 35, and the ground water inlet screen 28 is detachably fixed to the groundwater automatic inlet valve housing 23 by screwing 36.
The groundwater automatic inflow valve housing 23 is made of a metal material, and is provided with a circular wing-shaped fixed plate 31 and a water stop plate 32 around the body.

固定板31は、浸透・貯留槽の底面と地下水自動流入バルブハウジング23間の接合部で発生し得る漏水(浸透・貯留槽に貯留された貯留水の漏水)を防止するために、溶接などで地下水自動流入バルブハウジング23の周りに固定させたものであり、固定板31とその上部の回転板33の間に防水層25を押し入れ、回転板33を回せば、回転板33と地下水自動流入バルブハウジング23間の螺合34によって固定板31が水密に加圧される。   The fixing plate 31 is welded or the like to prevent water leakage (water leakage of stored water stored in the permeation / storage tank) that may occur at the junction between the bottom of the permeation / storage tank and the automatic groundwater inflow valve housing 23. It is fixed around the automatic groundwater inlet valve housing 23, and the waterproof layer 25 is pushed between the fixed plate 31 and the rotary plate 33 at the upper part thereof, and the rotary plate 33 is turned, whereby the rotary plate 33 and the underground water automatic inlet valve The fixing plate 31 is watertightly pressurized by the screwing 34 between the housings 23.

一方、地下水自動流入バルブハウジング23が浸透・貯留槽の鉄筋コンクリート基底1に埋設されるとき、金属とコンクリートの異質材によって接合力が低下し、これによって漏水が発生することがある。このような漏水現象を防止するために、地下水自動流入バルブハウジング23の周りに止水板32を溶接方式などで固定する。   On the other hand, when the underground water automatic inflow valve housing 23 is embedded in the reinforced concrete base 1 of the infiltration / storage tank, the joint force may be reduced by the dissimilar material of metal and concrete, which may cause water leakage. In order to prevent such a water leak phenomenon, the water stop plate 32 is fixed around the underground water automatic inflow valve housing 23 by a welding method or the like.

本発明の一実施例による地下水自動流入装置19は、箱状コンクリート構造物21を先に設置した後、砕石骨材41で取り囲まれた地下水流入通路22と連結させ、その上に浸透・貯留槽の鉄筋コンクリート基底1を打設する。   The automatic underground water inflow device 19 according to one embodiment of the present invention connects the underground water inflow passage 22 surrounded by crushed aggregate 41 after installing the box-like concrete structure 21 first, and permeates and stores it on it Cast reinforced concrete foundation 1 of

このとき、箱状コンクリート構造物21を打設するに先立ち、前もって遮水板24を取り付けておき、その上に浸透・貯留槽の鉄筋コンクリート基底1を打設する。   At this time, prior to placing the box-shaped concrete structure 21, the water blocking plate 24 is attached in advance, and the reinforced concrete base 1 of the infiltration / storage tank is placed thereon.

また、浸透・貯留槽の鉄筋コンクリート基底1を打設するに先立ち、地下水自動流入バルブハウジング23を底鉄筋などに固定させ、止水板32がコンクリートによく付着するようにバイブレーターでコンクリートを密に施工する。その後、固定板31がコンクリート仕上げ表面部と同一線上に位置するようにレベル(Level)を合わせて施工し、コンクリートなどの異物が本装置に入らないようにビニルなどで保養する。   In addition, prior to placing the reinforced concrete base 1 of the infiltration and storage tank, fix the underground water automatic inlet valve housing 23 to the bottom reinforcing bar etc. and install the concrete densely with a vibrator so that the water blocking plate 32 adheres well to the concrete. Do. Thereafter, the level is adjusted so that the fixed plate 31 is positioned on the same line as the concrete finished surface, and construction is carried out, and the concrete is kept with vinyl or the like so that foreign matter such as concrete does not enter the apparatus.

このように、本発明の一実施例による地下水自動流入装置19は浸透・貯留槽の最下端の基底部位に設置され、かつ容易な維持管理のために、垂直マンホールを兼ねた維持管理用作業通路10、11の下部に設置される。
本発明の一実施例によれば、地下水自動流入装置19は、浸透・貯留槽の長さ15mごとに又は貯留量200〜300トンごとに一つが設置される。
Thus, the automatic water inflow apparatus 19 according to one embodiment of the present invention is installed at the bottom of the lower end of the infiltration / storage tank, and for easy maintenance, it is a work passage for maintenance that also serves as a vertical manhole. It is installed at the lower part of 10 and 11.
According to one embodiment of the present invention, one groundwater automatic flow-in device 19 is installed for every 15 m of infiltration / storage tank length or for every 200 to 300 tons of storage capacity.

地下水自動流入装置19の事後管理は、1年に1〜2回、浸透・貯留槽の掃除時に行われ、地下水自動流入バルブハウジング23から地下水自動流入バルブ12を分離し、主にスクリーン27、28を取り替えるか高圧噴霧器で地下水自動流入バルブ12内の異物を除去することになる。
図8は本発明の一実施例による水循環用浸透・貯留槽の水循環概念図である。
The follow-up management of the groundwater automatic inflow device 19 is performed once or twice a year during cleaning of the seepage / storage tank, and the groundwater automatic inflow valve 12 is separated from the groundwater automatic inflow valve housing 23 and the screens 27, 28 are mainly used. Replace the foreign matter in the automatic groundwater inlet valve 12 with a high pressure sprayer.
FIG. 8 is a conceptual diagram of water circulation of the permeation / reservoir for water circulation according to one embodiment of the present invention.

図8によれば、本発明の一実施例による水循環用浸透・貯留槽は、流入マンホール8が樹木濾過ボックス38、浸透管39、浸透筒40などの雨水浸透施設と連続型流路で連結されていることにより、雨天時に前記連続型流路を通して雨水が浸透・貯留槽に保存される。   According to FIG. 8, the infiltration and storage tank for water circulation according to one embodiment of the present invention is connected to the inflow manhole 8 with rainwater infiltration facilities such as the tree filter box 38, the infiltration tube 39, and the infiltration cylinder 40 in a continuous channel. Rainwater is permeated and stored in the storage tank through the continuous flow channel when it rains.

また、本発明の一実施例による水循環用浸透・貯留槽は、雨天時、地下水位の上昇による流出地下水の揚圧力を低下させるとともに前記浸透・貯留槽の内部に流出地下水を自動で流入させることによって地下水が浸透・貯留槽に保存されるようにする地下水自動流入装置19を有する。   In addition, the seepage and storage tank for water circulation according to one embodiment of the present invention reduces the lifting pressure of the outflow groundwater due to the rise of the groundwater level when raining, and automatically causes the outflow groundwater to flow into the inside of the penetration and storage tank. The system has an automatic groundwater inflow device 19 which allows groundwater to be stored in the infiltration reservoir.

本発明の一実施例による地下水自動流入装置19は、内部に空間20を有する箱状コンクリート構造物21と、砕石骨材41によって取り囲まれ、前記箱状コンクリート構造物21の内部空間20に連結される有孔管状の地下水流入通路22と、浸透・貯留槽の鉄筋コンクリート基底1に埋設され、前記箱状コンクリート構造物21の内部空間20に連結される地下水自動流入バルブハウジング23と、前記地下水自動流入バルブハウジング23に着脱可能に装着され、前記箱状コンクリート構造物21の内部空間20に流入する流出地下水を浸透・貯留槽の内部に自動で流入させる地下水自動流入バルブ12とを含んでなる。   An automatic groundwater inflow apparatus 19 according to an embodiment of the present invention is surrounded by a box-shaped concrete structure 21 having a space 20 therein and a crushed aggregate 41 and connected to the inner space 20 of the box-shaped concrete structure 21. Underground underground water inlet passage 22 and a groundwater automatic inlet valve housing 23 embedded in the reinforced concrete base 1 of the infiltration / storage tank and connected to the internal space 20 of the box-shaped concrete structure 21; It comprises a groundwater automatic inflow valve 12 which is detachably mounted on the valve housing 23 and which allows the outflowing groundwater flowing into the internal space 20 of the box-like concrete structure 21 to automatically flow into the interior of the permeating / storing tank.

図8は雨天時に地中土壌層に雨水が浸透することによって上昇する地下水位と水循環用浸透・貯留槽の貯留水位間の水頭42によって地下水自動流入バルブ12が開放し、水循環用浸透・貯留槽に作用する揚圧力が低下することにより、流出地下水が水循環用浸透・貯留槽の内部に自動で流入する形態を示す。   Fig. 8 shows that the groundwater inflow valve 12 is opened by the water head 42 between the groundwater level rising by the penetration of rainwater into the underground soil layer when it rains and the storage water level of the permeation and storage tank for water circulation, the permeation and storage tank for water circulation By lowering the pumping pressure acting on the surface of the reservoir, the outflowing groundwater will automatically flow into the permeation and storage tank for water circulation.

これにより、本発明による水循環用浸透・貯留槽は、一定の水頭を有する流出地下水を地下貯留槽の内部に自動で流入及び貯留させて水循環率を画期的に高めることができる効果を有する。   As a result, the seepage and storage tank for water circulation according to the present invention has the effect of being able to increase the water circulation rate dramatically by automatically flowing in and storing outflowing ground water having a constant head into the underground storage tank.

また、本発明による水循環用浸透・貯留槽は、雨水浸透施設によって流入する雨水以外に流出地下水まで用いることができるので、地下水位によって有効水量を従来の浸透・貯留槽に比べて150〜350%増大させることができる効果を有する。   In addition, since the seepage and storage tank for water circulation according to the present invention can be used up to runoff groundwater in addition to the rainwater flowing in by the stormwater penetration facility, the effective water volume is 150 to 350% compared to the conventional penetration and storage tank by the groundwater level. It has an effect that can be increased.

有効水量とは実際に活用することができる流出地下水の数量を意味する。従来の浸透・貯留槽は雨季に地表面又は屋根面の雨水のみ限定的に貯留槽に保存して使うことができるが、貯留槽を地下水位以下に設置して流出地下水を無動力で貯留槽に保存することができる本発明の水循環用浸透・貯留槽を使えば、地下水を豊富に活用することができ、有効水量が大きく増大する。   Effective water volume means the quantity of runoff groundwater that can actually be utilized. Conventional infiltration and storage tanks can be stored only in the storage tank in the rainy season when rainwater on the ground surface or roof surface is limited, but the storage tank can be installed below the groundwater level and the outflow groundwater can be stored without power Using the seepage and storage tank for water circulation of the present invention, which can be stored on the ground, it is possible to utilize groundwater abundantly, and the amount of effective water greatly increases.

以上で説明した本発明は前述した実施例及び添付図面に限定されず、本発明の技術的思想を逸脱しない範疇内で置換、変形及び変換が可能であることが、本発明の属する技術分野における通常の知識を有する者に明らかであることを付言する。   The present invention described above is not limited to the above-described embodiments and the accompanying drawings, and it is possible to carry out substitutions, modifications, and transformations within the scope not departing from the technical concept of the present invention. It is added that it is obvious to those who have ordinary knowledge.

前記記載事項から分かるように、本発明による水循環用浸透・貯留槽は、雨天時に地表に近くに設置された雨水浸透施設によって流入する雨水だけではなく地中に浸透した流出地下水まで浸透・貯留槽に自動で流入させることにより、雨水の利用率及び水循環率を画期的に高めることができる産業上の利用可能性を有する。   As can be seen from the above description, the seepage / storage tank for water circulation according to the present invention penetrates into not only the rainwater inflowing by the rainwater infiltration facility installed near the ground surface but also the outflowing groundwater which penetrates into the ground. It has industrial applicability that can dramatically improve the utilization rate of rainwater and the water circulation rate by automatically flowing into the

また、本発明による水循環用浸透・貯留槽は、流出地下水を活用することができるので、地下水位によって有効水量を従来の浸透・貯留槽に比べて150〜350%増大させることができる産業上の利用可能性を有する。   In addition, since the seepage and storage tank for water circulation according to the present invention can utilize the outflowing groundwater, it is possible to increase the effective water volume by 150 to 350% compared to the conventional penetration and storage tank by the groundwater level. Has availability.

1 鉄筋コンクリート基底
2 滞水材
3 主柱
4 中央補助柱
5 浸透有孔板
6 外壁板
7 防水シート材
8 流入マンホール
9 流出マンホール
10 垂直作業通路
11 水平作業通路
12 地下水自動流入バルブ
13 流入配管
14 上部パネル
15 下部パネル
16 主柱結合部
17 中央補助柱結合部
18 孔
19 地下水自動流入装置
20 内部空間
21 箱状コンクリート構造物
22 地下水流入通路
23 地下水自動流入バルブハウジング
24 遮水板
25 防水層
26 圧力開閉板
27、28 スクリーン
29 螺合
30 バルブ固定用カバー
31 固定板
32 止水板
33 回転板
34、35、36 螺合
37 ガスケット
38 樹木濾過ボックス
39 浸透管
40 浸透筒
41 砕石骨材
42 水頭
43 地下水
DESCRIPTION OF SYMBOLS 1 Reinforced concrete foundation 2 Water retention material 3 Main pillar 4 Central auxiliary pillar 5 Penetration perforated plate 6 Exterior wall plate 7 Tarpaulin material 8 Inflow manhole 9 Outflow manhole 10 Vertical work passage 11 Horizontal work passage 12 Ground water automatic inflow valve 13 Inflow piping 14 Upper part Panel 15 lower panel 16 main column joint portion 17 central auxiliary column joint portion 18 hole 19 underground water automatic flow-in device 20 internal space 21 box-shaped concrete structure 22 underground water flow-in passage 23 underground water automatic flow-in valve housing 24 water blocking plate 25 waterproof layer 26 pressure Opening / closing plate 27, 28 Screen 29 Screw 30 Cover for fixing valve 31 Fixing plate 32 Water plate 33 Rotating plate 34, 35, 36 Screw 37 Gasket 38 Tree filtration box 39 Penetration tube 40 Penetration tube 41 Crushed aggregate 42 Water head 43 Groundwater

Claims (11)

地下に埋設されて雨水を保存する浸透・貯留槽であって、
前記浸透・貯留槽の鉄筋コンクリート基底(1)に取り付けられ、流出地下水を前記浸透・貯留槽の内部に自動で流入させる地下水自動流入装置(19)を含み、
前記地下水自動流入装置(19)は、浸透・貯留槽の鉄筋コンクリート基底(1)に接合して内部空間(20)をなす箱状コンクリート構造物(21)と、砕石骨材(41)によって取り囲まれ、前記箱状コンクリート構造物(21)の内部空間(20)に連結される有孔管状の地下水流入通路(22)と、浸透・貯留槽の鉄筋コンクリート基底(1)に埋設され、前記箱状コンクリート構造物(21)の内部空間(20)に連結され、胴体の周りに固定板(31)及び止水板(32)を有する地下水自動流入バルブハウジング(23)と、前記地下水自動流入バルブハウジング(23)に着脱可能に装着され、前記箱状コンクリート構造物(21)の内部空間(20)に流入する流出地下水を浸透・貯留槽の内部に自動で流入させる地下水自動流入バルブ(12)とを含んでなる、水循環用浸透・貯留槽。
It is a seepage / storage tank which is buried underground and stores rainwater,
A groundwater automatic inflow device (19) attached to the reinforced concrete base (1) of the permeation / reservoir, for automatically flowing out groundwater into the permeation / reservoir,
The automatic groundwater inflow device (19) is surrounded by a box-shaped concrete structure (21) joined to the reinforced concrete base (1) of the infiltration / storage tank to form an internal space (20), and crushed aggregate (41) A perforated tubular underground water inflow passage (22) connected to the internal space (20) of the boxed concrete structure (21) and the reinforced concrete base (1) of the infiltration / storage tank, the boxed concrete A groundwater automatic inlet valve housing (23) connected to the internal space (20) of the structure (21) and having a fixing plate (31) and a water blocking plate (32) around the body, and the groundwater automatic inlet valve housing ( 23) underground water which is detachably mounted on the inner wall 20 of the box-shaped concrete structure 21 so as to be releasably attached thereto and which causes the outflowing underground water to flow into the storage tank automatically; Comprising a dynamic inflow valve (12), penetration and storage tank for water circulation.
前記箱状コンクリート構造物(21)と浸透・貯留槽の鉄筋コンクリート基底(1)間の接合部に遮水板(24)をさらに含んでなる、請求項1に記載の水循環用浸透・貯留槽。   The permeation and storage tank for water circulation according to claim 1, further comprising a water impermeable plate (24) at a junction between the box-shaped concrete structure (21) and the reinforced concrete base (1) of the permeation and storage tank. 前記固定板(31)の上側に密着し、前記地下水自動流入バルブハウジング(23)の胴体の周りに螺合する回転板(33)をさらに含んでなる、請求項1に記載の水循環用浸透・貯留槽。   The water circulation osmosis system according to claim 1, further comprising a rotary plate (33) in close contact with the upper side of the fixed plate (31) and screwed around the body of the automatic groundwater inlet valve housing (23). Storage tank. 前記固定板(31)と回転板(33)の間に防水層(25)をさらに含んでなる、請求項3に記載の水循環用浸透・貯留槽。   The permeation and storage tank for water circulation according to claim 3, further comprising a waterproof layer (25) between the fixed plate (31) and the rotary plate (33). 前記地下水自動流入バルブ(12)は、バルブ固定用カバー(30)と地下水自動流入バルブハウジング(23)間の螺合(29)によって地下水自動流入バルブハウジング(23)に固定される、請求項1に記載の水循環用浸透・貯留槽。   The automatic groundwater inlet valve (12) is fixed to the automatic groundwater inlet valve housing (23) by screwing (29) between the valve fixing cover (30) and the automatic groundwater inlet valve housing (23). Seepage, storage tank for water circulation as described in. 前記地下水自動流入バルブ(12)は、設定圧力によって自動で開閉する圧力開閉板(26)と、流入地下水中の砂、土などの微細物質を濾すスクリーン(27、28)とを含んでなる、請求項1に記載の水循環用浸透・貯留槽   The groundwater automatic inflow valve (12) comprises a pressure switchboard (26) which is automatically opened and closed according to a set pressure, and a screen (27, 28) for filtering fine substances such as sand and soil in the inflowing groundwater. Permeation and storage tank for water circulation according to claim 1 前記圧力開閉板(26)が逆流防止構造を有する、請求項6に記載の水循環用浸透・貯留槽。   The permeation and storage tank for water circulation according to claim 6, wherein the pressure opening and closing plate (26) has a backflow prevention structure. 前記圧力開閉板(26)の開閉方式がスプリング式、重力式及び電子式のいずれか一つである、請求項7に記載の水循環用浸透・貯留槽。   The permeation and storage tank for water circulation according to claim 7, wherein an opening and closing method of the pressure opening and closing plate (26) is any one of a spring type, a gravity type and an electronic type. 前記圧力開閉板(26)は、モノのインターネットシステム(IoT Platform)に連結され、気象条件又は雨水処理目的などによって開放が選択的に調節可能である、請求項6に記載の水循環用浸透・貯留槽。   The system according to claim 6, wherein the pressure switchboard (26) is connected to the Internet of Things system (IoT Platform), and the opening can be selectively adjusted depending on weather conditions or rainwater treatment purposes. Tank. 前記スクリーン(27、28)は、螺合(35、36)によって地下水自動流入バルブ(12)又は地下水自動流入バルブハウジング(23)にそれぞれ着脱可能に固定される、請求項6に記載の水循環用浸透・貯留槽。   The water circulation system according to claim 6, wherein the screen (27, 28) is detachably fixed to the automatic groundwater inlet valve (12) or the automatic groundwater inlet valve housing (23) by screwing (35, 36). Penetration and storage tank. 地下に埋設された浸透・貯留槽の鉄筋コンクリート基底(1)に取り付けられ、内部に空間(20)を有する箱状コンクリート構造物(21)と、砕石骨材(41)によって取り囲まれ、前記箱状コンクリート構造物(21)の内部空間(20)に連結される有孔管状の地下水流入通路(22)と、浸透・貯留槽の鉄筋コンクリート基底(1)に埋設され、前記箱状コンクリート構造物(21)の内部空間(20)に連結され、胴体の周りに固定板(31)及び止水板(32)を有する地下水自動流入バルブハウジング(23)と、前記地下水自動流入バルブハウジング(23)に着脱可能に装着され、前記箱状コンクリート構造物(21)の内部空間(20)に流入する流出地下水を浸透・貯留槽の内部に自動で流入させる地下水自動流入バルブ(12)とを含んでなる、浸透・貯留槽用地下水自動流入装置。
The box-shaped concrete structure (21) attached to the reinforced concrete base (1) of the seepage / storage tank buried underground and surrounded by the box-shaped concrete structure (21) having a space (20) inside, and the crushed stone aggregate (41) The box-like concrete structure (21) is embedded in a perforated tubular groundwater inflow passage (22) connected to the internal space (20) of the concrete structure (21) and the reinforced concrete base (1) of the infiltration / storage tank Underground water inlet valve housing (23) connected to the inner space (20) of the) and having a fixing plate (31) and a water blocking plate (32) around the body, and the groundwater inlet automatic valve housing (23) Automatic inflow of groundwater that can be installed and which flows out into the storage tank and flows out underground water flowing into the internal space (20) of the box-shaped concrete structure (21) Lube (12) and comprising a penetration-reservoir Groundwater automatic inlet system.
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