JPH11222885A - Water storage structure - Google Patents

Water storage structure

Info

Publication number
JPH11222885A
JPH11222885A JP10041263A JP4126398A JPH11222885A JP H11222885 A JPH11222885 A JP H11222885A JP 10041263 A JP10041263 A JP 10041263A JP 4126398 A JP4126398 A JP 4126398A JP H11222885 A JPH11222885 A JP H11222885A
Authority
JP
Japan
Prior art keywords
unit
water storage
water
storage structure
crushed stones
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.)
Pending
Application number
JP10041263A
Other languages
Japanese (ja)
Inventor
Shinichiro Hayashi
慎一郎 林
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP10041263A priority Critical patent/JPH11222885A/en
Publication of JPH11222885A publication Critical patent/JPH11222885A/en
Pending 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

Abstract

PROBLEM TO BE SOLVED: To obtain water storage facilities having a simple construction by filling crushed stones in an impermeable sheet, providing a built-in unit structural body within the crushed stones and thereby reinforcing around the unit structural body with the crushed stones. SOLUTION: A hole such as a rectangular parallelepiped shape is made by excavating the ground, and this excavated hole is covered with an impermeable sheet and the sheet is laid to a sack shape. Crushed stones 11 are laid to a constant thickness inside the sack-shaped impermeable sheet. A unit member 1 is placed oppositely and combined to a unit structure in one united body. Next, gaps of the unit structural body are filled up with crushed stones 11, further, the crushed stones 11 are stacked up to cover and embed the unit structural body, and the inside of the sack of the impermeable sheet 10 is filled up with crushed stones 11 without creating gaps or hollow portions. Then, the upper surface of the impermeable sheet 10 is closed, a plug is attached to the opening 12 and projected out, and this is used as inlet/outlet 13 of water. This inlet/outlet 13 is exposed above the ground, the impermeable sheet 10 is cover with earth and buried thereby completing a water storage construction.

Description

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

【0001】[0001]

【発明が属する技術分野】この発明は、ユニット部材を
用いた箱型のユニット構造体を砕石内に埋設した貯水構
造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water storage structure in which a box-shaped unit structure using unit members is embedded in crushed stone.

【0002】[0002]

【従来の技術】本発明者は、すでに特公平4−2664
8号において容器状部材を縦横かつ上下に配設した構造
体を用いて雨水等の貯留浸透施設とする構造を提案した
が、更にユニット構造体の周りを砕石で覆った貯水構造
について開発を行い、本発明を完成するに至った。
2. Description of the Related Art The present inventor has already disclosed Japanese Patent Publication No. 4-2664.
In No. 8, we proposed a structure to use as a storage and infiltration facility for rainwater etc. using a structure in which container-like members are arranged vertically and horizontally and up and down, and further developed a water storage structure in which the unit structure is covered with crushed stone. Thus, the present invention has been completed.

【0003】[0003]

【発明が解決しようとする課題】この発明は、遮水シー
トで覆われた袋内に砕石を充填し、この砕石内にユニッ
ト構造体を内蔵して強度を高めた貯水構造を提供するこ
とにある。
SUMMARY OF THE INVENTION The present invention provides a water storage structure in which crushed stone is filled in a bag covered with a water-blocking sheet and a unit structure is built in the crushed stone to increase the strength. is there.

【0004】[0004]

【発明を解決するための手段】この発明は上記課題を解
決するため、請求項1の発明では、地中に形成した穴に
内蔵され袋状に形成された非透水性素材からなる遮水シ
ートと、該遮水シートと連通する水出入口と、上記遮水
シート内に、一面が開口する容器状のユニット部材をそ
の開口を合わせて一体に組立てられたユニット構造体
と、該ユニット構造体を覆うように上記遮水シート内に
充填された砕石などのブロック片とからなる、という技
術的手段を講じている。また、請求項2の発明では、ユ
ニット部材が、断面形状を円弧状とする基部と、該基部
の両端で外方へ延びる支承片部を有してなる、という技
術的手段を講じている。更に、請求項3の発明では、ユ
ニット部材が、凹状に窪む略箱型の基部を有してなる、
という技術的手段を講じている。請求項4の発明では、
基部の窪んだ部分に、一または複数の柱状または筒状の
突出部を設けてなる、という技術的手段を講じている。
請求項5の発明では、ユニット部材の基部に複数の透孔
が穿設されている、という技術的手段を講じている。更
に、請求項6の発明では、ユニット構造体が、上下に対
向するユニット部材の対向する支承片部間に所定の長さ
に設定された介設部材を介設してユニット構造体の上下
の幅を長く設定してなる、という技術的手段を講じてい
る。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, the present invention provides a waterproof sheet made of a water-impermeable material formed in a bag and built in a hole formed in the ground. A water inlet / outlet communicating with the water-impervious sheet, a unit structure in which a container-shaped unit member having an open surface is integrally assembled with the water-impervious sheet by aligning the openings, and a unit structure. Technical measures are taken to consist of block pieces such as crushed stones filled in the water-impervious sheet so as to cover. According to the second aspect of the present invention, there is provided a technical means in which the unit member has a base having an arc-shaped cross section and bearing pieces extending outward at both ends of the base. Furthermore, in the invention according to claim 3, the unit member has a substantially box-shaped base portion that is concavely recessed.
It has taken the technical measures. In the invention of claim 4,
A technical measure is taken in which one or a plurality of columnar or cylindrical protrusions are provided in the recessed portion of the base.
According to the fifth aspect of the present invention, there is provided a technical means in which a plurality of through holes are formed in the base of the unit member. Further, in the invention according to claim 6, the unit structure is provided with an interposed member set to a predetermined length between opposed bearing pieces of the vertically opposed unit member, thereby forming the unit structure vertically. A technical measure is taken to increase the width.

【0005】[0005]

【発明の実施の形態】以下に、この発明のユニット部材
を用いた貯水構造の好適実施例について図面を参照しつ
つ説明する。図1に示す貯水構造は、上下にユニット部
材1を連結して連通する中空部を設けたユニット構造体
と、該ユニット構造の周囲に積み重ねられた砕石11
と、該砕石11を覆う袋状の遮水シート10と、該遮水
シート10に設けられた出入口13とからなっている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of a water storage structure using a unit member according to the present invention will be described below with reference to the drawings. The water storage structure shown in FIG. 1 includes a unit structure having a hollow portion that connects and communicates unit members 1 above and below, and crushed stones 11 stacked around the unit structure.
And a bag-shaped impermeable sheet 10 that covers the crushed stone 11 and an entrance 13 provided in the impermeable sheet 10.

【0006】そして、ここでユニット部材1は、断面略
半円形状に形成されたプレート状の基板部2と、基板部
2の両端から外方へ向かって水平に延びる支承片部4と
からなっている。図中、5は透孔である。そして、図示
例ではユニット部材1を上下対称に重ねて、断面略円形
状の筒体となるように組み合わせている。なお、筒体の
端部の開口は、そのまま開放したままであるが、別体の
閉止板(図示せず)で塞いでもよい。この閉止板は透孔
を有するものでも、あるいは透孔を有しない無垢であっ
てもよい。
The unit member 1 is composed of a plate-shaped substrate portion 2 having a substantially semicircular cross section, and a support piece portion 4 extending horizontally outward from both ends of the substrate portion 2. ing. In the figure, 5 is a through hole. In the illustrated example, the unit members 1 are vertically symmetrically stacked and combined so as to form a cylindrical body having a substantially circular cross section. The opening at the end of the cylindrical body is left open, but may be closed by a separate closing plate (not shown). The closure plate may be perforated or solid without perforations.

【0007】ここで、基板部2には図2で点線で示すよ
うに筒体3を設けてもよい。即ち、筒体3は1または複
数であってもよいが、図示例では中央の最も窪んだ個所
に一列だけ設けた場合を例示している。この筒体3は、
図示省略しているが基板部2の底面に開口を有した中空
体からなっており、基板部2に一体に形成されている。
この筒体3の頂部は、開口しあるいは閉塞していてもよ
いが、図示例では天壁で塞がった構成を示している。更
に、筒体3は、多角形や楕円形などの任意の断面形状を
採ってもよいが、図示例では断面円形の円筒形状からな
っている。また、この筒部3は上方に向かって漸次小径
となるよう周壁が断面テーパ状に形成されており、截頭
円錐形状となっている。図2の場合基板部2の断面形状
を半円形状としたが、円弧形状であれば半円でなくても
よい。
Here, the substrate 2 may be provided with a cylindrical body 3 as shown by a dotted line in FIG. That is, the number of the cylindrical bodies 3 may be one or more, but the illustrated example illustrates a case where only one row is provided at the central most depressed portion. This cylinder 3
Although not shown, it is formed of a hollow body having an opening on the bottom surface of the substrate portion 2 and is formed integrally with the substrate portion 2.
The top of the cylindrical body 3 may be open or closed, but in the illustrated example, the top is closed by a top wall. Furthermore, the cylindrical body 3 may have an arbitrary cross-sectional shape such as a polygon or an ellipse, but in the illustrated example, has a cylindrical shape having a circular cross-section. The peripheral wall of the cylindrical portion 3 is formed to have a tapered cross section so as to have a gradually decreasing diameter toward the top, and has a truncated conical shape. In the case of FIG. 2, the cross-sectional shape of the substrate portion 2 is a semicircular shape, but may not be a semicircular shape as long as it is an arc shape.

【0008】次に、図3に示すユニット部材1は、基板
部2を2連に設けた構成からなっているが、基板部2と
基板部2の間の支承片部4の中央に屈曲可能なヒンジ部
Hを設けている。従って、このユニット部材1は、前記
ヒンジ部Hで支承片部4を屈曲し一方の基板部2の上に
他方に基板部2を重ねて、断面円形状に組み合わせるこ
とができる。この際に各基板部2の端部に設けた支承片
部4が整合するので、この部分に公知の係止、または固
定構造を設けておき、両者を連結することができる。
Next, the unit member 1 shown in FIG. 3 has a structure in which the substrate portions 2 are provided in two rows, but can be bent at the center of the support piece portion 4 between the substrate portions 2. The hinge portion H is provided. Accordingly, the unit member 1 can be assembled in a circular cross section by bending the support piece 4 at the hinge H and overlapping the substrate 2 on one substrate 2 with the other. At this time, since the support pieces 4 provided at the ends of the respective board parts 2 are aligned, a known locking or fixing structure is provided at this part, and the two can be connected.

【0009】図4に示すユニット部材1は、断面略半円
形状の基板部2を3つ一連に並べ、各基板部2間は端部
から水平に延びる中間支承片部4’を介して一連に連結
し、両端の基板部2の外端部には水平に外方へ延びる外
側支承片部4を突設した構造を示す。その他の構造は前
記実施例と同様である。この実施例では、3つの基板部
2を一連とした構造を示したが、任意の複数個を一体に
連結するものであってもよく、その数は特に限定される
ものではない。
In the unit member 1 shown in FIG. 4, three substrate portions 2 each having a substantially semicircular cross section are arranged in series, and a space between the substrate portions 2 is arranged via an intermediate support piece portion 4 'extending horizontally from an end. The outer end of the substrate 2 at both ends is provided with an outer support piece 4 extending horizontally outward. Other structures are the same as those of the above embodiment. In this embodiment, a structure in which the three substrate portions 2 are arranged in series is shown, but an arbitrary plurality may be integrally connected, and the number is not particularly limited.

【0010】図5には上記ユニット部材1の斜視図を示
す。各基板部2には、多数の透孔5が穿設されている。
図示例の場合は、同一形状の小孔が規則的に並んだ構造
を例示したが、この実施例において基板部2に設ける透
孔5の構造は特に限定されるものではなく、要するに通
水性、通気性を有するように孔が形成されていればよ
い。
FIG. 5 is a perspective view of the unit member 1. Many through holes 5 are formed in each substrate section 2.
In the illustrated example, a structure in which small holes of the same shape are regularly arranged is illustrated. However, in this embodiment, the structure of the through hole 5 provided in the substrate portion 2 is not particularly limited. It is sufficient that the holes are formed so as to have air permeability.

【0011】この透孔5は例えば縦横に交差するリブで
囲まれた部分を孔部とするものでもよい。透孔5の大き
さは用途により適宜大きさを設定することができ、ユニ
ット部材1に収納ないし充填する物質がある場合にはこ
れらが抜け落ちない大きさに設定されることが望まし
い。
The through hole 5 may be, for example, a portion surrounded by ribs crossing vertically and horizontally. The size of the through hole 5 can be appropriately set according to the application, and when there is a substance to be stored or filled in the unit member 1, it is desirable to set the size so that the substance does not fall off.

【0012】なお、ユニット部材1は、支承片部に設け
た連結手段を介してその外側に配置されるユニット部材
と連結することができる。この連結手段6は、一対の係
合手段(例えば凹凸係合手段)からなって、一方の支承
片部に一方の係合手段(例えば突部)が設けられ、他方
の支承片部に他方の係合手段(例えば凹部)が設けら
れ、隣接するユニット部材1、1の異なる支承片部相互
の係合手段を係合する構造、あるいは同様の固定手段
(一方がネジ穴、他方がボルト等)により固定する構造
を用いることができる。更に、別体に設けた係合または
固定部材を、支承片部に設けた受部に係止または固定し
て両者を連結する構造等公知の構造を用いることができ
る。従って、ユニット部材1は、上下方向、左右方向ま
たは前後方向にも任意に連結することができる。
The unit member 1 can be connected to a unit member disposed outside thereof via a connecting means provided on the support piece. The connecting means 6 is composed of a pair of engaging means (for example, concave and convex engaging means), one of the supporting pieces is provided with one engaging means (for example, a protrusion), and the other supporting piece is provided with the other of the other supporting pieces. A structure in which an engaging means (for example, a concave portion) is provided to engage the engaging means of different bearing pieces of the adjacent unit members 1 and 1 or a similar fixing means (one is a screw hole, the other is a bolt, etc.) Can be used. Further, a known structure such as a structure in which an engaging or fixing member provided separately is locked or fixed to a receiving portion provided on the support piece portion and the both are connected to each other can be used. Therefore, the unit member 1 can be arbitrarily connected also in the up-down direction, the left-right direction, or the front-back direction.

【0013】なお、支承片部4の連結手段には、直接
に、係止または固定手段を設ける場合と、他の係止具や
固定具を用いて連結具相互を固定する場合などがある
が、いずれにせよ、支承片部相互を固定または拘束する
構造であればいかなる構造であってもよい。また、固定
ないし係合手段は、上下に連結するものと左右に連結す
るものとを支承片部4に一体に形成し、あるいは別体に
形成し、または一方を一体に他方を別体に形成するもの
であってもよい。
The connecting means of the bearing piece 4 may be directly provided with locking or fixing means, or may be fixed with each other using other locking tools or fixing tools. In any case, any structure may be used as long as the structure is such that the support pieces are fixed or restrained to each other. In addition, the fixing or engaging means may be formed integrally with the supporting piece 4 or vertically and horizontally and integrally with the supporting piece 4, or formed integrally with one another and formed separately with the other. May be used.

【0014】次に、図6に示すユニット部材1’は、突
出部として周方向に延びる突壁部3’を設けた異なる実
施例を示す。この突壁部3’は、図示例の場合、断面円
弧形状の突壁からなっている。なお、本実施例で突壁部
3’は、基板部2の前後にそれぞれ1条と中途に2条を
設けているが、前後にそれぞれ設けられた突壁部(説明
の便宜上3”)は、前後にユニット部材を連結した際に
組み合わされて1つの突壁部3’となるように、1つの
突壁部3’を2分割したうちのそれぞれの一方と同一の
形状となるように設定されている。その他の構成は前記
実施例と同様であるので、同一構成には同一符号を付し
て説明を省略する。
Next, a unit member 1 'shown in FIG. 6 shows a different embodiment in which a projecting wall portion 3' extending in the circumferential direction is provided as a projecting portion. In the case of the illustrated example, the protruding wall portion 3 'is formed of a protruding wall having an arc-shaped cross section. In the present embodiment, the protruding wall portion 3 ′ has one protruding portion before and after the substrate portion 2 and two protruding portions midway, but the protruding wall portions (3 ″ for convenience of description) provided before and after, respectively. Is set to have the same shape as one of each of the two divided protruding wall portions 3 'so that the protruding wall portion 3' is combined into one protruding wall portion 3 'when the unit members are connected back and forth. Since other configurations are the same as those of the above-described embodiment, the same components are denoted by the same reference numerals and description thereof is omitted.

【0015】これにより、ユニット部材1’の強度を高
めることができると共に、前記筒体と同様に突壁部3’
はユニット部材1’で形成される流路内で水の流れに対
する抵抗体となって急な流れを遮り遅くすることがで
き、下方への雨水の浸透を有効に行なわせることができ
る。上記突壁部3’は基板部2より突出して、基板部の
湾曲面の内周方向に沿って一連に形成されているが、そ
の断面形状は、弧状に限らず矩形や多角形状など任意の
形状であってもよい。また、突壁部3’は基板部2を一
連に軸方向に対して直交する方向で横断する形状を例示
したが、軸方向に対して傾斜する構造や中途位置で1ま
たは複数個所で分断個所を設ける構成、あるいは交互に
前方を塞ぐように配置される構成等であってもよい。
Thus, the strength of the unit member 1 'can be increased, and the protruding wall portion 3' can be formed similarly to the cylindrical body.
Can act as a resistance to the flow of water in the flow path formed by the unit member 1 ', and can block a steep flow to slow down the flow, so that rainwater can effectively penetrate downward. The protruding wall portion 3 ′ protrudes from the substrate portion 2 and is formed in a series along the inner circumferential direction of the curved surface of the substrate portion, but the cross-sectional shape thereof is not limited to an arc shape but may be any shape such as a rectangle or a polygon. It may be shaped. In addition, the protruding wall portion 3 'has been exemplified to have a shape which crosses the substrate portion 2 in a direction orthogonal to the axial direction in a series, but it has a structure inclined with respect to the axial direction, or a dividing portion at one or a plurality of intermediate positions. May be provided, or a configuration may be provided in which the front side is alternately closed.

【0016】図7に示す組立構造では、上下のユニット
部材1、1で、各中間支承片部4および外側支承片部4
を上下に整合して対峙させ、それぞれの中間支承片部4
および外側支承片部4の間に介設部材8を取り付けて上
下に長い筒体を形成することができる。この介設部材8
は、中間支承片部4’または外側支承片部4の長手方向
の全長に整合する長さに設定された所定の高さを有する
ボックス状の枠体8aと、該枠体8a内に設けられた透
孔を有する壁面部材9とからなっている。壁面部材9は
図示例の場合、メッシュまたは格子からなって通水性・
通気性を備えた構造からなっている。この介設部材8の
構造としては、壁面が通水性・通気性を具備する構造
で、上下に配されたユニット部材1、1間を封止するこ
とができるものであればよい。逆に、介設部材8間に密
封性を必要とする場合には壁面部材には透孔を設けず閉
塞した壁面構造を用いることができる。
In the assembling structure shown in FIG. 7, the upper and lower unit members 1, 1 are connected to each of the intermediate bearing pieces 4 and the outer bearing pieces 4 respectively.
Are aligned vertically and face each other, and each intermediate bearing piece 4
A vertically long cylinder can be formed by attaching an interposition member 8 between the outer bearing piece 4 and the outer bearing piece 4. This interposed member 8
Is provided with a box-shaped frame 8a having a predetermined height set to a length corresponding to the entire length of the intermediate bearing piece 4 'or the outer bearing piece 4 in the longitudinal direction, and provided in the frame 8a. And a wall member 9 having a through hole. In the case of the illustrated example, the wall member 9 is made of a mesh or a grid,
It has a structure with air permeability. The structure of the interposition member 8 may be any structure as long as the wall surface has water permeability and air permeability, and can seal between the unit members 1 and 1 arranged above and below. Conversely, when a sealing property is required between the interposed members 8, a closed wall structure can be used without providing a through hole in the wall member.

【0017】また、介設部材8の枠体8aの上下には、
接する中間支承片部4’およびまたは外側支承片部4と
上下方向に連結する係止手段または固定手段を設けるこ
とが好ましい。従って、例えば、ネジやボルト6によっ
て介設部材8の枠体8aと中間支承片部4’およびまた
は外側支承片部4をネジ止めあるいはボルト締めして上
下のユニット部材1,1を一体に連結しユニット構造体
とすることができる。
Also, above and below the frame 8a of the interposition member 8,
It is preferable to provide a locking means or a fixing means for vertically connecting with the intermediate bearing piece 4 ′ and / or the outer bearing piece 4 in contact. Therefore, for example, the upper and lower unit members 1, 1 are integrally connected by screwing or bolting the frame 8a of the interposition member 8 and the intermediate support piece 4 'and / or the outer support piece 4 with screws or bolts 6. And a unit structure.

【0018】これによって、2つのユニット部材を用い
た構造であっても、介設部材8の長さを調整することに
より、所望の大きさに形成することができる。従って、
予め長短複数の長さ(高さ)の介設部材を用意してお
き、必要に応じて所望の長さ(高さ)の介設部材を選択
し、この長さ(高さ)の介設部材でユニット部材1、1
間に介設することにより所定の大きさの管体をユニット
部材1,1で組み立てることができる。ここで、介設部
材8は単体のものを用いたが、基準の大きさの介設部材
を上下に連結可能としておき、必要に応じて所定数を組
み合わせて1つの介設部材を組み立てる構造としてもよ
い(図示せず)。
Thus, even if it is a structure using two unit members, it can be formed in a desired size by adjusting the length of the interposition member 8. Therefore,
A plurality of interposed members having a plurality of lengths (heights) are prepared in advance, and if necessary, an interposed member having a desired length (height) is selected, and an interposed member having this length (height) is selected. Unit members 1, 1
By arranging them between them, a pipe body of a predetermined size can be assembled with the unit members 1 and 1. Here, the interposed member 8 is a single member, but the interposed member having a reference size is vertically connectable, and a predetermined number is combined as necessary to assemble one interposed member. (Not shown).

【0019】次に、図8に示す実施例では、ユニット部
材1、1の両端の外側支承片部4間に介設部材8を介設
して高さを設定する点では前記実施例と同様であるが、
中間支承片部4’間には介設部材を設けず、また上下に
対峙する基板部2間で最も窪む底部間にパイプ等の杆材
15を介設して強度を補強した異なる実施例を示す。
Next, in the embodiment shown in FIG. 8, the height is set by interposing an intervening member 8 between the outer support pieces 4 at both ends of the unit members 1 and 1 as in the previous embodiment. In Although,
A different embodiment in which no intervening member is provided between the intermediate bearing pieces 4 ', and the strength is reinforced by interposing a rod 15 such as a pipe between the bottom portions which are the most depressed between the vertically opposed substrate portions 2. Is shown.

【0020】この場合、予め基板部2には、杆材15を
位置決めするために杆材15を外嵌する係止凹部または
杆材15内に嵌合する係止突部を形成しておいてもよ
い。そして上記杆材15を用いることによって、強度の
向上が図れるので、前記のような介設部材8を中間支承
片部4’間に設けなくてもよく、内部での流通をスムー
ズにすることがでできる。その他の構造は前記実施例と
同様であるので、その説明を省略する。
In this case, a locking concave portion for fitting the rod member 15 or a locking projection fitting to the rod member 15 for positioning the rod member 15 is formed in the substrate portion 2 in advance. Is also good. Since the strength can be improved by using the rod member 15, the interposed member 8 as described above does not need to be provided between the intermediate support pieces 4 ', and the internal circulation can be smoothly performed. Can be done. Other structures are the same as those of the above-described embodiment, and the description thereof will be omitted.

【0021】次に、図9は、ユニット部材1が断面台形
状の基板部2からなって、支承片部4、4相互に連結部
6を取付けて固定している。例えば支承片部4に穴を空
けておき、連結具6には上記穴に嵌合する軸部を一対に
設けておき、それぞれが隣接するユニット部材の支承片
部の穴に嵌合して横方向に拘束することができる。その
他の構造は前記実施例と同様であるのでその説明を省略
する。
Next, FIG. 9 shows that the unit member 1 is composed of the base plate 2 having a trapezoidal cross section, and the connecting pieces 6 are fixedly attached to the support pieces 4 and 4. For example, a hole is formed in the support piece 4, and a pair of shafts that fit into the hole are provided in the connecting tool 6, each of which is fitted in a hole of the support piece of the adjacent unit member and is horizontally inserted. Direction. Other structures are the same as those of the above-described embodiment, and the description thereof is omitted.

【0022】次に上記ユニット部材1を用いた貯水構造
の一例を説明する。まず、地面に任意の形状、例えば直
方体の穴を掘る。次に、この穴に、ゴムシート等の遮水
シートで上記穴の周囲を覆って袋状に敷設する。この際
に、ゴムシートの内周面に沿って発泡スチロール等の補
強板を直方体に張ってもよい。そして、この内部に、一
定の厚みで砕石11を敷き詰める。そして、この砕石1
1を敷設した後に、ユニット部材1を向かい合わせて載
置し、一体に組合わせてユニット構造体を組み立てる。
Next, an example of a water storage structure using the unit member 1 will be described. First, a hole of an arbitrary shape, for example, a rectangular parallelepiped is dug in the ground. Next, a bag is laid in the hole with a waterproof sheet such as a rubber sheet covering the hole. At this time, a reinforcing plate such as styrene foam may be stretched in a rectangular parallelepiped along the inner peripheral surface of the rubber sheet. Then, crushed stones 11 are spread all over the inside with a certain thickness. And this crushed stone 1
After laying the unit members 1, the unit members 1 are placed facing each other, and assembled together to assemble a unit structure.

【0023】次いで、上記ユニット構造体の隙間を埋め
るように砕石11を詰め、更にユニット構造体を覆い埋
設するように砕石11を積み重ね、遮水シート10の袋
内に隙間無く砕石11を充填する。そして、遮水シート
10の上面を塞いで、開口12に栓を取付けて突出さ
せ、水の出入口13とする。なお、この出入口13には
開閉用のキャップ14を取付けてもよい。上記出入口1
3を地面から露出するようにして、遮水シート10の上
に土を被せて埋設して貯水構造が完成する。
Next, the crushed stones 11 are packed so as to fill the gaps of the unit structure, and the crushed stones 11 are stacked so as to cover and bury the unit structure, and the crushed stones 11 are filled in the bag of the water-blocking sheet 10 without gaps. . Then, the upper surface of the water-impervious sheet 10 is closed, and a plug is attached to the opening 12 so as to protrude therefrom. Note that a cap 14 for opening and closing may be attached to the entrance 13. Doorway 1 above
3 is exposed from the ground and covered with soil on the impermeable sheet 10 to complete the water storage structure.

【0024】そして、前記出入口13から水を注入する
と、水は砕石11を通り、ユニット部材1の透孔5また
は介設部材10の透孔を通ってユニット構造体の中空内
に入る。更に、ユニット部材の透孔から下方の砕石内に
も浸水させることができる。そこで、ユニット構造体内
に貯水された水を使用する場合には、上記遮水シートを
剥がし砕石を取り除いてユニット構造体を開き、その中
空内に貯留されている水をホース等で吸引して使用に供
することができる。
When water is injected from the entrance 13, the water passes through the crushed stone 11, passes through the through hole 5 of the unit member 1 or the through hole of the interposed member 10, and enters the hollow of the unit structure. Furthermore, it can be flooded into the crushed stone below from the through hole of the unit member. Therefore, when using the water stored in the unit structure, the water-blocking sheet is peeled off, the crushed stones are removed, the unit structure is opened, and the water stored in the hollow is suctioned with a hose or the like. Can be provided.

【0025】上記実施例ではユニット構造体は、ユニッ
ト部材を上下対称に2段に重ねた構造を示したが、大型
の貯水構造とする場合には、図10に示すように上下多
段に積み重ねる構造とすればよい。この場合は、下段の
上部に配置されたユニット部材1と、上段の下部に配置
されたユニット部材1とを係合または固定手段6’で係
合または固定することにより上下多段に連結されたユニ
ット構造体を成形することができる。また、筒状の突部
3を設ける場合は、同一線上に並ぶ突部3の対向する先
端間および底部間に、これらを拘束する連結具を用いて
上下に連結してもよい。その他、この発明の要旨を変更
しない範囲で種々設計変更することができる。
In the above embodiment, the unit structure has a structure in which the unit members are vertically symmetrically stacked in two stages. However, in the case of a large water storage structure, as shown in FIG. And it is sufficient. In this case, the unit member 1 arranged at the upper part of the lower stage and the unit member 1 arranged at the lower part of the upper stage are engaged or fixed by the engaging or fixing means 6 ′ to connect the unit members in the upper and lower stages. The structure can be shaped. When the cylindrical protrusions 3 are provided, the protrusions 3 may be vertically connected between the opposed front ends and the bottoms of the protrusions 3 arranged on the same line using a connecting tool for restraining the protrusions. In addition, various design changes can be made without changing the gist of the present invention.

【0026】[0026]

【発明の効果】この発明は、遮水シート内に砕石を充填
し、砕石内にユニット構造体を内蔵するので、ユニット
構造体の周りが砕石で補強され、強度が高まると共に、
砕石間の隙間により通水性を有するので、簡単な構造で
貯水施設として用いることができる。特に、遮水シート
内には砕石を充填するだけでよいので、遮水シートの袋
の形状がどのようなものであっても対応することがで
き、汎用性に優れる。
According to the present invention, since the crushed stone is filled in the impermeable sheet and the unit structure is built in the crushed stone, the periphery of the unit structure is reinforced by the crushed stone, and the strength is increased.
Since it has water permeability due to the gap between the crushed stones, it can be used as a water storage facility with a simple structure. In particular, since only the crushed stones need to be filled in the impermeable sheet, any shape of the bag of the impermeable sheet can be used, and the versatility is excellent.

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

【図1】貯水構造の実施例を示す断面図。FIG. 1 is a sectional view showing an embodiment of a water storage structure.

【図2】ユニット部材の断面図。FIG. 2 is a sectional view of a unit member.

【図3】折り曲げ式のユニット部材の側面図。FIG. 3 is a side view of a folding unit member.

【図4】3連のユニット部材を用いた貯水構造の異なる
実施例の断面図。
FIG. 4 is a cross-sectional view of a different embodiment of a water storage structure using three unit members.

【図5】3連のユニット部材の斜視図。FIG. 5 is a perspective view of a triple unit member.

【図6】隆起部を設けたユニット部材の異なる実施例を
示す斜視図。
FIG. 6 is a perspective view showing a different embodiment of a unit member provided with a raised portion.

【図7】透孔を設けない異なる実施例のユニット部材を
示す斜視図。
FIG. 7 is a perspective view showing a unit member of a different embodiment without a through hole.

【図7】介設部材を用いた貯水構造の別の実施例を示す
断面図。
FIG. 7 is a sectional view showing another embodiment of the water storage structure using the interposed member.

【図8】介設部材とパイプ等の杆材を用いた貯水構造の
更に別の実施例を示す断面図。
FIG. 8 is a cross-sectional view showing still another embodiment of a water storage structure using an interposed member and a rod such as a pipe.

【図9】篭状のユニット部材を用いた貯水構造の異なる
実施例を示す断面図。
FIG. 9 is a cross-sectional view showing another embodiment of the water storage structure using a cage-shaped unit member.

【図10】上下多段にユニット部材を連結した実施例を
示す断面図。
FIG. 10 is a cross-sectional view showing an embodiment in which unit members are connected in upper and lower stages.

【符号の説明】[Explanation of symbols]

1・・・ユニット部材 2・・・基板部 3・・・筒体 3’・・突壁部 4・・支承片部、外側支承片部 4’・・中間支承片部 5・・・透孔 8・・・介設部材 10・・・遮水シート 11・・・砕石 12・・・開口 13・・・出入口 DESCRIPTION OF SYMBOLS 1 ... Unit member 2 ... Substrate part 3 ... Cylindrical body 3 '... Protrusion wall part 4 ... Support piece part, outer support piece part 4' ... Intermediate support piece part 5 ... Through-hole 8 ... Interposed member 10 ... Water-blocking sheet 11 ... Crushed stone 12 ... Opening 13 ... Doorway

─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成10年3月25日[Submission date] March 25, 1998

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】図面の簡単な説明[Correction target item name] Brief description of drawings

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

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

【図1】貯水構造の実施例を示す断面図。FIG. 1 is a sectional view showing an embodiment of a water storage structure.

【図2】ユニット部材の断面図。FIG. 2 is a sectional view of a unit member.

【図3】折り曲げ式のユニット部材の側面図。FIG. 3 is a side view of a folding unit member.

【図4】3連のユニット部材を用いた貯水構造の異なる
実施例の断面図。
FIG. 4 is a cross-sectional view of a different embodiment of a water storage structure using three unit members.

【図5】3連のユニット部材の斜視図。FIG. 5 is a perspective view of a triple unit member.

【図6】隆起部を設けたユニット部材の異なる実施例を
示す斜視図。
FIG. 6 is a perspective view showing a different embodiment of a unit member provided with a raised portion.

【図7】介設部材を用いた貯水構造の別の実施例を示す
断面図。
FIG. 7 is a sectional view showing another embodiment of the water storage structure using the interposed member.

【図8】介設部材とパイプ等の杆材を用いた貯水構造の
更に別の実施例を示す断面図。
FIG. 8 is a cross-sectional view showing still another embodiment of a water storage structure using an interposed member and a rod such as a pipe.

【図9】籠状のユニット部材を用いた貯水構造の異なる
実施例を示す断面図。
FIG. 9 is a cross-sectional view showing another embodiment of a water storage structure using a cage unit member.

【図10】上下多段にユニット部材を連結した実施例を
示す断面図。
FIG. 10 is a cross-sectional view showing an embodiment in which unit members are connected in upper and lower stages.

【符号の説明】 1・・・ユニット部材 2・・・基板部 3・・・筒体 3’・・突壁部 4・・・支承片部、外側支承片部 4’・・中間支承片部 5・・・透孔 8・・・介設部材 10・・・遮水シート 11・・・砕石 12・・・開口 13・・・出入口[Description of Signs] 1 ... Unit member 2 ... Substrate 3 ... Cylinder 3 '... Projected wall 4 ... Bearing piece, outer bearing piece 4' ... Middle bearing piece 5 ... Through-hole 8 ... Interposed member 10 ... Waterproof sheet 11 ... Crushed stone 12 ... Opening 13 ... Doorway

Claims (6)

【特許請求の範囲】[Claims] 【請求項1】 地中に形成した穴に内蔵され袋状に形成
された遮水シートと、 該遮水シートと連通する水出入口と、 上記遮水シート内に、一面が開口する容器状のユニット
部材をその開口を合わせて一体に組立てられたユニット
構造体と、 該ユニット構造体を覆うように上記遮水シート内に充填
された砕石などのブロック片とからなることを特徴とす
る貯水構造。
1. A water-blocking sheet built in a hole formed in the ground and formed in a bag shape, a water inlet / outlet communicating with the water-blocking sheet, and a container-shaped one-side opening in the water-blocking sheet. A water storage structure comprising: a unit structure in which a unit member is integrally assembled with its opening aligned; and a block piece such as crushed stone filled in the water-impervious sheet so as to cover the unit structure. .
【請求項2】 ユニット部材が、断面形状を円弧状とす
る基部と、該基部の両端で外方へ延びる支承片部を有し
てなることを特徴とする請求項1に記載の貯水構造。
2. The water storage structure according to claim 1, wherein the unit member has a base having an arc-shaped cross section and bearing pieces extending outward at both ends of the base.
【請求項3】 ユニット部材が、凹状に窪む略箱型の基
部を有してなることを特徴とする請求項1に記載の貯水
構造。
3. The water storage structure according to claim 1, wherein the unit member has a substantially box-shaped base recessed in a concave shape.
【請求項4】 基部の窪んだ部分に、一または複数の柱
状または筒状の突出部を設けてなることを特徴とする請
求項2または3に記載の貯水構造。
4. The water storage structure according to claim 2, wherein one or a plurality of columnar or cylindrical protrusions are provided in the recessed portion of the base.
【請求項5】 ユニット部材の基部に複数の透孔が穿設
されていることを特徴とする請求項2から4に記載の貯
水構造。
5. The water storage structure according to claim 2, wherein a plurality of through holes are formed in a base of the unit member.
【請求項6】 ユニット構造体が、上下に対向するユニ
ット部材の対向する支承片部間に所定の長さに設定され
た介設部材を介設してユニット構造体の上下の幅を長く
設定してなることを特徴とする貯水構造。
6. The vertical width of the unit structure is set to be long by interposing an intervening member having a predetermined length between opposing bearing pieces of the unit member vertically opposing. A water storage structure characterized by the following.
JP10041263A 1998-02-06 1998-02-06 Water storage structure Pending JPH11222885A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10041263A JPH11222885A (en) 1998-02-06 1998-02-06 Water storage structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10041263A JPH11222885A (en) 1998-02-06 1998-02-06 Water storage structure

Publications (1)

Publication Number Publication Date
JPH11222885A true JPH11222885A (en) 1999-08-17

Family

ID=12603575

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10041263A Pending JPH11222885A (en) 1998-02-06 1998-02-06 Water storage structure

Country Status (1)

Country Link
JP (1) JPH11222885A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006200356A (en) * 2004-12-21 2006-08-03 Shinichiro Hayashi Member
US7712997B2 (en) 2004-06-18 2010-05-11 Wavin B.V. Infiltration block
US10808390B2 (en) 2014-09-19 2020-10-20 Wavin B.V. Plastic infiltration unit and system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7712997B2 (en) 2004-06-18 2010-05-11 Wavin B.V. Infiltration block
JP2006200356A (en) * 2004-12-21 2006-08-03 Shinichiro Hayashi Member
US10808390B2 (en) 2014-09-19 2020-10-20 Wavin B.V. Plastic infiltration unit and system

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