JPH0435580B2 - - Google Patents
Info
- Publication number
- JPH0435580B2 JPH0435580B2 JP62126179A JP12617987A JPH0435580B2 JP H0435580 B2 JPH0435580 B2 JP H0435580B2 JP 62126179 A JP62126179 A JP 62126179A JP 12617987 A JP12617987 A JP 12617987A JP H0435580 B2 JPH0435580 B2 JP H0435580B2
- Authority
- JP
- Japan
- Prior art keywords
- tank
- rainwater
- lattice
- filled
- ground
- 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.)
- Expired - Lifetime
Links
- 230000008595 infiltration Effects 0.000 claims description 5
- 238000001764 infiltration Methods 0.000 claims description 5
- 238000005192 partition Methods 0.000 description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 239000002689 soil Substances 0.000 description 6
- 230000001105 regulatory effect Effects 0.000 description 5
- 239000012466 permeate Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 239000008239 natural water Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 239000002985 plastic film Substances 0.000 description 2
- 244000025254 Cannabis sativa Species 0.000 description 1
- 239000003657 drainage water Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Landscapes
- Sewage (AREA)
Description
【発明の詳細な説明】
[産業上の利用分野]
本発明は、住宅地その他に於いて必要とされる
雨水等の自然水の貯留浸透タンクに関するもので
ある。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to an infiltration tank for storing natural water such as rainwater required in residential areas and other areas.
[従来の技術]
従来大きな住宅団地等では、土地に余裕がある
場合には、住宅の間に適当な間隔で調整池を造成
している。[Prior Art] Conventionally, in large housing complexes, etc., if there is enough land, regulating ponds are constructed at appropriate intervals between houses.
上記調整池は、一定の広い領域について地面を
1m程度掘下げ、その掘下げ領域の縁に側溝を構
成し、この側溝に周囲の住宅地等からの排水溝を
接続し、集中豪雨等にみまわれた場合等の余分な
雨水等をこれに流れ込ませ、多量の水の流入によ
り側溝をあふれた水も調整池内に一時的に貯留さ
せ、住宅や工場その他の建造物等の周囲に上記雨
水等が滞留するのを防止するものである。 The above-mentioned regulating pond is constructed by digging down about 1 meter into the ground over a certain wide area, constructing a side ditch on the edge of the dug area, and connecting the drainage ditch from the surrounding residential area to this side ditch, so that it can be used to prevent flooding from heavy rains, etc. Excess rainwater, etc., is allowed to flow into this reservoir, and water that overflows from the side gutters due to the large amount of water flowing in is also temporarily stored in the regulating pond, so that the above rainwater, etc. accumulates around houses, factories, and other buildings. This is to prevent this from happening.
上記調整池内の側溝は、更に河川等に接続さ
せ、その流出口を適宜開鎖し、時間差をもたせ
て、雨水等の自然水を河川等に排水するように
し、河川の増水時を避けた排水をさせるようにし
たものである。 The side ditches in the above-mentioned regulating ponds are further connected to rivers, etc., and their outflow outlets are opened and closed at appropriate times to allow natural water such as rainwater to drain into the rivers, etc., so as to avoid draining when river water levels are high. It was designed so that
このような調整池は、特に豪雨等がなければ運
動場等として使用されるようになつている。 Such regulating ponds are now used as sports grounds, etc., unless there is a particularly heavy rain.
他の例としては、地面を深く掘下げ、その周囲
及び底部にコンクリートを打設して貯留槽を造成
し、この貯留槽の上部開口にコンクリート柱等で
支持する蓋を被覆したものがある。 Another example is to create a storage tank by digging deep into the ground and pouring concrete around it and at the bottom, and covering the upper opening of this storage tank with a lid supported by concrete pillars or the like.
上記の例も、更に上の例と同様に、周囲の住宅
地等で生じた雨水を排水溝を通じてこの中に流入
させるようにし、一定時間の貯留の後、河川等に
順次放水する如くなつている。集中豪雨等による
河川の増水時を避けて放水する趣旨である。 In the above example, and similar to the above example, rainwater generated in surrounding residential areas, etc. is made to flow into this area through drainage ditches, and after being stored for a certain period of time, it is sequentially released into rivers, etc. There is. The purpose is to release water to avoid times when river water levels rise due to torrential rains, etc.
[発明が解決しようとする問題点]
前者の例は、土地に余裕のある地域では可能で
あるが、地価の高い地域では、殆ど不可能であ
る。[Problem to be solved by the invention] The former example is possible in areas where land is plentiful, but is almost impossible in areas where land prices are high.
後者の例は、全体がコンクリート作りであつて
費用が嵩む難点がある。また雨水を地下に浸透さ
せる作用がない。 The latter example has the drawback of being entirely made of concrete and being expensive. Also, it does not allow rainwater to penetrate underground.
[問題点を解決するための手段]
本発明の構成の要旨とするところは、
地面を掘下げてタンク部を構成し、上記タンク
部内に、その底部からグランドライン付近まで、
複数の区画に仕切つた区画枠体を縦横かつ上下に
連設して充填し、最上部には、被覆手段を施した
雨水等の貯留浸透タンクである。[Means for Solving the Problems] The gist of the configuration of the present invention is to construct a tank part by digging down the ground, and to install a tank in the tank part from the bottom to the vicinity of the ground line.
A compartment frame body partitioned into a plurality of compartments is arranged vertically and horizontally and vertically and filled with water, and the top part is a storage and infiltration tank for rainwater, etc., which is provided with a covering means.
上記タンク部は、基本的には、単純に地面を掘
下げて造成したものである。側面には特別にコン
クリートを打設するようなことはしないので、適
当な傾斜をつけるのが好ましい。 The tank section is basically constructed by simply digging into the ground. Since concrete is not specifically placed on the sides, it is preferable to create an appropriate slope.
上記タンク部の寸法、形状は、その地域での降
水量に応じた最大貯留容量を考慮して決定する。 The dimensions and shape of the tank section are determined by considering the maximum storage capacity depending on the amount of precipitation in the area.
また上記区画枠体は、その区画の形状寸法及び
全体としての形状寸法を種々に構成することがで
きる。たとえば、上記区画の平面形状はハニカム
形、格子形状、円形等を各別に選択して構成し、
またはそのいくつかを組合わせて構成することが
できる。材質については、プラスチツク材その他
を適当に選択することができる。上記区画枠体の
全体としての平面形状は、正方形、長方形等の方
形がタンク部内への充填に都合が良い。 Further, the partition frame body can be configured in various shapes and sizes of the partitions and the overall size. For example, the planar shape of the above-mentioned sections is configured by selecting a honeycomb shape, a lattice shape, a circular shape, etc.
Or it can be configured by combining some of them. As for the material, plastic or other materials can be appropriately selected. As for the overall planar shape of the partition frame, a rectangular shape such as a square or a rectangle is convenient for filling the tank portion.
また上記タンク部には、前記のように、上記区
画枠体を連設配置する際に、予め底部に砂利を敷
くのが都合が良い。更に区画枠体の上下方向への
配設途中でも、区画枠体の形状によつては、周囲
に生じることのある隙間に砂利を充填することも
差支えない。 Further, as described above, it is convenient to spread gravel on the bottom of the tank portion in advance when the partition frames are arranged in series. Furthermore, even during the vertical arrangement of the partition frame, gravel may be filled into gaps that may occur around the partition frame, depending on the shape of the partition frame.
また前記被覆手段は、最上段の区画枠体上に砂
利を敷き、その上に土壌を投入して構成するな
ど、自由な構成を採用することができる。場合に
よつては、最上段の区画枠体上に目の細かい網材
または透水性のシートを配置し、この上に砂利を
敷き、更にその上に土壌を投入するように構成し
ても良い。要するに上記被覆手段は、区画枠体を
充填したタンク部の領域を透水性を失わずに被覆
できれば良い。被覆手段として土壌を投入した場
合には、芝生等を植生し、樹木を植えることもで
きる。 Further, the covering means may have any arbitrary structure, such as by spreading gravel on the uppermost compartment frame and pouring soil on top of it. In some cases, a structure may be constructed in which a fine mesh material or permeable sheet is placed on the topmost partition frame, gravel is spread on top of this, and soil is further poured on top of this. . In short, the above-mentioned covering means is sufficient as long as it can cover the region of the tank filled with the partition frame without losing water permeability. When soil is used as a covering means, grass and other vegetation can be grown, and trees can also be planted.
このタンク部内には、住宅周辺等の雨水等の排
水を集める側溝の排水口等を接続する。またこの
タンク部には、上記側溝の排水口よりも若干低い
位置に河川等に接続する流出口を設け、オーバー
フローを流出させる。 A drainage outlet of a side gutter, etc., which collects drainage water such as rainwater from around the house, etc., is connected to this tank part. Further, this tank portion is provided with an outlet connected to a river or the like at a position slightly lower than the drain outlet of the side gutter, to allow overflow to flow out.
[作用]
本発明は、以上のように構成したので、安価に
効率の良い雨水等の貯留浸透タンクを構成するこ
とができたものである。[Function] Since the present invention is constructed as described above, it is possible to construct an inexpensive and efficient storage and permeation tank for rainwater, etc.
まずこの貯留浸透タンクは次のように作用す
る。 First, this storage and permeation tank functions as follows.
これを住宅地や工場等の周辺に設置すれば、雨
水等は側溝その他の排水溝を通じてタンク部に流
入する。タンク部には、区画枠体が縦横及び上下
にグランドライン付近まで配設充填されているの
で、雨水等は緩やかな流れになつてタンク部内を
流下する。また上記タンク部は、区画枠体を充填
したものであり、区画枠体の形状等によつては、
その周囲の隙間に砂利を充填したものであるか
ら、内部の空間率は非常に高い。しかして大容量
の確保が容易であり、充分多量の雨水等を貯留す
ることができる。またタンク部の周囲及び底部
は、コンクリート等で固めていないので、雨水等
は時間の経過にともない徐々に地下に浸透する。 If this is installed around residential areas, factories, etc., rainwater will flow into the tank through side gutters and other drainage ditches. Since the tank section is filled with partition frames vertically and horizontally and up and down to the vicinity of the ground line, rainwater and the like flows down inside the tank section in a gentle flow. In addition, the above-mentioned tank part is filled with a compartment frame, and depending on the shape of the compartment frame, etc.
Since the surrounding gaps are filled with gravel, the internal void ratio is extremely high. Therefore, it is easy to secure a large capacity, and a sufficiently large amount of rainwater, etc. can be stored. Furthermore, since the surroundings and bottom of the tank are not hardened with concrete or the like, rainwater and the like gradually permeate underground over time.
しかして、たとえば集中豪雨等があつた場合に
は、雨水等は側溝等を通じてタンク部内に流入
し、一時的にはタンク部内に滞留保管され、道路
や宅地周辺等の被害を未然に防止し、若干長期的
には、それらの雨水は地中に浸透し、自然のサイ
クルに従つた作用を行なうものである。しかもこ
のように雨水は地中に浸透して行くので、オーバ
ーフローが少なく、河川等への放水量が少なくて
済むものである。 For example, in the event of torrential rain, etc., rainwater flows into the tank through the side gutters and is temporarily stored in the tank, preventing damage to roads and residential areas. In the long run, the rainwater percolates into the ground and acts according to natural cycles. Moreover, since rainwater permeates into the ground in this way, there is less overflow, and the amount of water discharged into rivers and the like can be reduced.
しかもこの雨水等の貯留浸透タンクの構造は、
主として、タンク部と、これに充填した区画枠体
と、その最上部を被覆した被覆手段とで構成した
ものであるから安価に造成できるものでもある。
しかも内部に区画枠体が充填されているので、充
分な強度を有する。 Moreover, the structure of this rainwater storage infiltration tank is
Since it is mainly composed of a tank part, a compartment frame body filled with the tank part, and a covering means covering the uppermost part of the tank part, it can be constructed at low cost.
Moreover, since the interior is filled with a partition frame, it has sufficient strength.
[実施例]
以下図面に基づいて本発明の実施例を説明す
る。[Examples] Examples of the present invention will be described below based on the drawings.
まず第1図及び第2図は本発明の一実施例を示
したものである。 First, FIGS. 1 and 2 show an embodiment of the present invention.
第1図に示したように、地面1を掘下げてタン
ク部2を構成する。タンク部2の形状は平面四辺
形を基本として造成し、側壁部2aは緩やかな傾
斜面とする。このタンク部2の底部2b及び側壁
部2aは、土が露出した状態とする。 As shown in FIG. 1, the tank portion 2 is constructed by digging down the ground 1. The shape of the tank portion 2 is basically a quadrilateral in plan view, and the side wall portion 2a is a gently sloped surface. The bottom part 2b and side wall part 2a of this tank part 2 are in a state where soil is exposed.
このタンク部2の底部2bには、砂利を敷き詰
め、砂利層3を構成し、その砂利層3上に格子状
枠体4,4…を連設配置する。 The bottom part 2b of the tank part 2 is filled with gravel to form a gravel layer 3, and lattice-like frames 4, 4, . . . are arranged in series on the gravel layer 3.
ところで上記格子状枠体4,4…は、特に第2
図に示したように、格子を板状部材で構成し、六
個の平面正方形の区画5,5…を構成する。この
格子状枠体4,4…は、プラスチツクにより全体
を一体に成形する。 By the way, the lattice-like frames 4, 4... are particularly suitable for the second
As shown in the figure, the lattice is made up of plate-like members, and six square sections 5, 5, . . . are formed. The lattice-like frames 4, 4, . . . are integrally molded as a whole from plastic.
しかして上記格子状枠体4,4…はタンク部2
内に次のように設置する。 Therefore, the lattice-like frame bodies 4, 4... are the tank part 2.
Install it inside as follows.
前記したように、タンク部2の底部2b上に砂
利層3を構成し、第1図に示したように、この砂
利層3上に、まず、格子状枠体4,4…を相互の
周側部で接触状態にしつつ水平方向に縦横に連設
配置する。 As described above, the gravel layer 3 is formed on the bottom part 2b of the tank part 2, and as shown in FIG. They are arranged horizontally in rows and columns while being in contact with each other at the sides.
上記のように砂利層3上に配置した各格子状枠
体4,4…上に、同様に、更に格子状枠体4,4
…を水平方向に縦横に連設配置する。 Similarly, on each of the lattice-like frames 4, 4 placed on the gravel layer 3 as described above, another lattice-like frame 4, 4 is placed.
... are arranged horizontally and vertically and horizontally.
以下順次地面1の高さより若干下方に位置する
まで、第1図に示したように、同様の配置を数段
繰返して格子状枠体4,4…をタンク部2中に充
填配置する。 Thereafter, as shown in FIG. 1, the same arrangement is repeated several times until the lattice-shaped frames 4, 4, .
最上部の格子状枠体4,4…上には、フレキシ
ブルかつ透水性のプラスチツクシート9を被覆
し、その上に砂利を敷き、更にその上に土壌を投
入して被覆層6を造成する。 A flexible and water-permeable plastic sheet 9 is covered on top of the uppermost lattice-like frames 4, 4, .
また上記タンク部2には、側壁部2aに住宅地
等から通じる側溝7を接続し、これより若干低い
位置に河川に接続する流出口8を接続する。 Further, in the tank section 2, a side gutter 7 leading from a residential area etc. is connected to the side wall section 2a, and an outlet 8 connected to a river is connected at a slightly lower position.
この実施例では、以上のように構成したので、
簡易で安価でありながら、次のように充分に雨水
等の貯留浸透作用を果すものである。 In this example, since the configuration is as described above,
Although it is simple and inexpensive, it sufficiently functions to store and infiltrate rainwater as described below.
以上の貯留浸透タンクは、前記のように、住宅
地や工場等の周辺に設置する。 The above-mentioned storage and infiltration tanks are installed around residential areas, factories, etc., as described above.
そうすると、住宅地等の雨水は、側溝7その他
の排水溝施設に流れ込み、これらを通じてタンク
部2に流れ込むことになる。タンク部2には格子
状枠体4,4…が積重ねられつつ充填されている
ので、その緩衝作用により、雨水は緩やかな流れ
になつてタンク部2内を流下する。また上記タン
ク部2に充填されている格子状枠体4,4…は、
上下が区画5,5…により開口連通しており、各
格子状枠体4,4…間も密接状態という訳ではな
いので、雨水等は自由に移動できる。また上記の
ような格子状枠体4,4…が充填されているの
で、タンク部2の内部の空間率は非常に高い。し
かして充分多量の雨水を貯留することができる。
更にタンク部2の側壁部2a及び底部2bは、土
が露出しており、コンクリート等により被覆され
ていないので、雨水等は時間の経過にともなつて
徐々に地中に浸透する。 Then, rainwater in residential areas, etc. will flow into the side gutters 7 and other drainage ditch facilities, and through these, will flow into the tank section 2. Since the tank section 2 is filled with the grid-like frames 4, 4, . In addition, the lattice-like frames 4, 4... filled in the tank section 2 are as follows:
The upper and lower sections are in open communication with each other through the partitions 5, 5..., and the lattice-like frames 4, 4... are not in close contact with each other, so rainwater, etc. can move freely. Further, since the lattice-like frames 4, 4, etc. as described above are filled, the space ratio inside the tank portion 2 is extremely high. Thus, a sufficient amount of rainwater can be stored.
Further, since the side wall portion 2a and bottom portion 2b of the tank portion 2 have exposed soil and are not covered with concrete or the like, rainwater and the like gradually permeate into the ground as time passes.
しかしてもし集中豪雨等があつた場合にも、そ
れらの雨水は、側溝7等を通じてタンク部2内に
流入し、一時的には雨水等をこのタンク部2内に
滞留保管させて道路や宅地周辺等の被害を未然に
防止し、若干長期的には、それらの雨水を地中に
浸透させるという、自然のサイクルに従つた作用
を行なうものである。 However, even if there is a torrential downpour, the rainwater will flow into the tank 2 through the side gutters 7, etc., and temporarily remain in the tank 2 and store it on roads and residential areas. It works in accordance with the natural cycle of preventing damage to the surrounding area, and in the long run, allows rainwater to seep into the ground.
しかもこの構造は、地面1を掘下げたタンク部
2に、格子状枠体4,4…を、前記のように、積
重ねて充填し、砂利や土壌からなる被覆層6で被
覆したものであるから、容易に、かつ安価に造成
できるものでもある。しかも内部に格子状枠体
4,4…が充填されているので、充分な強度を有
するものでもある。 Moreover, in this structure, the tank portion 2 dug into the ground 1 is filled with lattice-like frames 4, 4... as described above, stacked on top of each other, and covered with a covering layer 6 made of gravel or soil. It is also something that can be created easily and inexpensively. Furthermore, since the interior is filled with lattice-like frames 4, 4, etc., it has sufficient strength.
更に先に述べたように、雨水等は、タンク部2
の側壁部2a及び底部2bを通じて、地中に浸透
して行くという好ましい現象により、通常の排水
設備とは異なり、オーバーフローが生じにくく、
流出口8すらの雨水の流出は少ない。 Furthermore, as mentioned earlier, rainwater, etc. is stored in the tank section 2.
Due to the favorable phenomenon of seepage into the ground through the side wall 2a and bottom 2b, overflow is less likely to occur, unlike ordinary drainage equipment.
Even the outflow of rainwater from outlet 8 is small.
第3図及び第4図はタンク部2内に充填すべき
格子状枠体4に代わるべき他の実施例の部材を示
したものである。 FIGS. 3 and 4 show members of other embodiments to replace the lattice frame 4 to be filled into the tank portion 2. FIG.
第3図は九個の平面六角形の区画15,15…
を縦横に接続した区画枠体14を示したもので、
上記実施例の格子状枠体4と同様に用い同様の効
果を得ることができる。 Figure 3 shows nine planar hexagonal sections 15, 15...
This figure shows a compartment frame 14 that is connected vertically and horizontally.
It can be used in the same manner as the lattice-like frame 4 of the above embodiment, and the same effects can be obtained.
第4図は九個の平面円形の区画25,25…を
縦横に接続した区画枠体24を示したもので、上
記実施例の格子状枠体4と同様に用い同様の効果
を得ることができる。 FIG. 4 shows a compartment frame 24 in which nine planar circular compartments 25, 25, . can.
[発明の効果]
本発明によれば、施工の容易な簡易な構成で、
一時的には、充分に雨水等の自然水を貯留し、か
つ若干長期的には、雨水等を地下に浸透させるこ
とができる。河川等への雨水の放流に時間差を生
じさせるばかりでなく、これを減少させ、または
なくすこともできる。[Effects of the Invention] According to the present invention, with a simple configuration that is easy to construct,
Temporarily, it is possible to sufficiently store natural water such as rainwater, and in the slightly longer term, it is possible to allow rainwater to permeate underground. This not only creates a time lag in the discharge of rainwater into rivers, etc., but also reduces or eliminates this.
図面は本発明の実施例を示したものである。第
1図及び第2図は一実施例を示したもので、第1
図はその概略断面説明図、第2図は格子状枠体の
拡大斜視図である。第3図はタンク部内に充填す
べき格子状枠体に代わるべき他の実施例の区画枠
体を示した概略平面図、第4図はタンク部内に充
填すべき格子状枠体に代わるべき更に他の実施例
の区画枠体を示した概略平面図である。
1……地面、2……タンク部、2a……側壁
部、2b……底部、3……砂利層、4……格子状
枠体、5,15,25……区画、6……被覆層、
7……側溝、8……流出口、9……プラスチツク
シート、14,24……区画枠体。
The drawings illustrate embodiments of the invention. Figures 1 and 2 show one embodiment.
The figure is a schematic sectional explanatory view thereof, and FIG. 2 is an enlarged perspective view of the lattice-like frame. FIG. 3 is a schematic plan view showing another embodiment of the compartment frame body which can replace the lattice frame body to be filled in the tank, and FIG. It is a schematic plan view which showed the division frame of another Example. DESCRIPTION OF SYMBOLS 1... Ground, 2... Tank part, 2a... Side wall part, 2b... Bottom part, 3... Gravel layer, 4... Grid frame, 5, 15, 25... Division, 6... Covering layer ,
7... Side gutter, 8... Outlet, 9... Plastic sheet, 14, 24... Compartment frame body.
Claims (1)
ク部内に、その底部からグランドライン付近ま
で、複数の区画に仕切つた区画枠体を縦横かつ上
下に連設して充填し、最上部には、被覆手段を施
したことを特徴とする雨水等の貯留浸透タンク。 2 上記被覆手段として、砂利層を構成したこと
を特徴とする特許請求の範囲第1項記載の雨水等
の貯留浸透タンク。[Scope of Claims] 1. A tank section is constructed by digging into the ground, and compartment frames partitioned into a plurality of compartments are arranged vertically and horizontally and vertically in the tank section from the bottom to the vicinity of the ground line to fill the tank. , a storage infiltration tank for rainwater, etc., characterized in that the top part is covered with a covering means. 2. A storage and permeation tank for rainwater, etc. according to claim 1, characterized in that the covering means is a gravel layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62126179A JPS63293233A (en) | 1987-05-23 | 1987-05-23 | Storage and permeation tank of rainwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62126179A JPS63293233A (en) | 1987-05-23 | 1987-05-23 | Storage and permeation tank of rainwater |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63293233A JPS63293233A (en) | 1988-11-30 |
| JPH0435580B2 true JPH0435580B2 (en) | 1992-06-11 |
Family
ID=14928641
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62126179A Granted JPS63293233A (en) | 1987-05-23 | 1987-05-23 | Storage and permeation tank of rainwater |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63293233A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002097707A (en) * | 2001-08-10 | 2002-04-05 | Tokyu Constr Co Ltd | Storage facility and penetration facility for rain water and the like |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0455537A (en) * | 1990-06-25 | 1992-02-24 | Sekisui Chem Co Ltd | Stormwater flow control method |
| SG121746A1 (en) | 1999-10-21 | 2006-05-26 | Eco Plan 21 Co Ltd | Water storing block and connecting member for water storing block and rain water storing/infiltrating structure |
| JP4227790B2 (en) * | 2002-09-18 | 2009-02-18 | 積水化学工業株式会社 | Storage tank partition structure |
-
1987
- 1987-05-23 JP JP62126179A patent/JPS63293233A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002097707A (en) * | 2001-08-10 | 2002-04-05 | Tokyu Constr Co Ltd | Storage facility and penetration facility for rain water and the like |
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63293233A (en) | 1988-11-30 |
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