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JP2000045372A - Rain water permeation basin - Google Patents

Rain water permeation basin

Info

Publication number
JP2000045372A
JP2000045372A JP10227643A JP22764398A JP2000045372A JP 2000045372 A JP2000045372 A JP 2000045372A JP 10227643 A JP10227643 A JP 10227643A JP 22764398 A JP22764398 A JP 22764398A JP 2000045372 A JP2000045372 A JP 2000045372A
Authority
JP
Japan
Prior art keywords
basin
rainwater
water
adjuster
main body
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
JP10227643A
Other languages
Japanese (ja)
Inventor
Hideo Shimada
秀男 島田
Shinzo Yamada
眞三 山田
Naoto Ishikawa
尚登 石川
Satoru Matsumoto
覚 松本
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.)
Takiron Co Ltd
Original Assignee
Takiron Co Ltd
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 Takiron Co Ltd filed Critical Takiron Co Ltd
Priority to JP10227643A priority Critical patent/JP2000045372A/en
Publication of JP2000045372A publication Critical patent/JP2000045372A/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
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/30Flood prevention; Flood or storm water management, e.g. using flood barriers

Landscapes

  • Sewage (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide good rain water permeation performance and prevent the run-off of surrounding sediment by forming a bottom wall and a side wall of the main body of a basin with an expansive board of water permeable glass fiber-reinforced polyolefin-based stampable sheet. SOLUTION: A basin is formed with a basin main body 1, adjuster 2 and lid 3. And a bottom wall 11, column member 12, side wall member 13 and adjuster receiving frame 14 are assembled to a hollow, almost cubical shape. It is formed with expansive boards of the wall member 11, 13 and water permeable glass fiber-reinforced polyolefin-based stampable sheet. Also, the rate of water permeability of the expansive board is in the range of 1.5 to 5.0 ml/ min.cm2. Therefore, rain water flowed from a rain water inlet pipe 5 is filtered by a filter medium 4a of a filter 4 with dust removed and only clean rain water is stored in the main body 1 of basin. Next, stored rain water W permeates the wall members 11, 13 at an adequate rate of water permeability and then permeates underground. If the main body 1 is full, then water is drained by a discharge pipe 6. In this way, the rate of water permeability becomes adequate and thus any displacement of permeation basin can be eliminated.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、家屋等に降った雨
水を桝内に導入して地中へ浸透させる雨水浸透桝に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rainwater infiltration basin in which rainwater falling on a house or the like is introduced into a basin and penetrates into the ground.

【0002】[0002]

【従来の技術】未舗装の道路や空地が殆どない都市化の
進んだ地域では、家屋、駐車場、道路等に降った雨水が
地中に浸透することなく側溝を通じて河川等へ流れ込む
ため、雨季には大量の雨水が河川へ集中し、短時間で河
川の容量を越えて、所謂、都市型洪水を引き起こす恐れ
がある。
2. Description of the Related Art In an urbanized area where there are few unpaved roads and vacant spaces, rainwater falling on houses, parking lots, roads, etc. flows into rivers and the like through gutters without penetrating into the ground. There is a risk that a large amount of rainwater will concentrate on the river, exceed the capacity of the river in a short time, and cause a so-called urban flood.

【0003】また、雨水が地中へ殆ど浸透しない都市化
の進んだ地域において、工場等が大量に地下水を汲み上
げて使用すると、地盤沈下の主たる原因になる。
Further, in an urbanized area where rainwater hardly penetrates into the ground, if a factory or the like pumps and uses a large amount of groundwater, it is a major cause of land subsidence.

【0004】このような事情から、家屋等に降った雨水
を地中に浸透させる雨水浸透桝が宅地内に埋設されるよ
うになってきた。この雨水浸透桝は一般に、バケツ形の
桝の底壁や側壁に多数の透水孔を穿孔したものであっ
て、側壁に接続された流入管から桝内へ流れ込んだ雨水
が透水孔を通って地中へ浸透するようになっている。
[0004] Under such circumstances, a rainwater infiltration basin for permeating rainwater falling on a house or the like into the ground has been buried in residential land. In general, this rainwater infiltration basin is a bucket-shaped basin in which a number of water-permeable holes are drilled in the bottom wall and side walls, and rainwater flowing into the basin from an inflow pipe connected to the side wall passes through the water-permeable holes to reach the ground. It is designed to penetrate inside.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記の
雨水浸透桝では、透水孔から雨水が周囲の地中へ多量に
流出するため、雨水浸透桝の周囲の土が雨水と共に少し
ずつ流失して空隙が形成され、雨水浸透桝が傾いたり位
置ずれが生じたりするという問題があった。
However, in the above-described rainwater infiltration basin, since a large amount of rainwater flows out from the water permeation hole into the surrounding ground, the soil around the rainwater infiltration basin gradually flows down with the rainwater and the voids Is formed, and there is a problem that the rainwater infiltration basin is tilted or displaced.

【0006】また、上記の雨水浸透桝は熱可塑性合成樹
脂で成形されているが、比較的大型で重量が重いため、
取扱いや持運びがしにくいという問題もあった。
The above-mentioned rainwater infiltration basin is formed of a thermoplastic synthetic resin, but is relatively large and heavy.
There was also a problem that it was difficult to handle and carry.

【0007】本発明は斯かる問題に鑑みてなされたもの
で、その目的とするところは、桝本体の底壁や側壁の透
水量が適量であるため良好な雨水浸透性能を有し、しか
も周囲の土を流失させる心配がない、軽量な雨水浸透桝
を提供することにある。
The present invention has been made in view of the above problems, and has as its object to provide good rainwater penetration performance since the bottom wall and the side wall of the box body have an appropriate amount of water permeation. An object of the present invention is to provide a lightweight rainwater infiltration basin that does not have to worry about eroding soil.

【0008】[0008]

【課題を解決するための手段】前記目的を達成するた
め、本発明の請求項1に係る雨水浸透桝は、桝本体の底
壁及び/又は側壁が、透水性を有するガラス繊維強化ポ
リオレフィン系のスタンパブルシートの膨張板から成る
ことを特徴とするものである。
According to a first aspect of the present invention, there is provided a rainwater infiltration basin according to the first aspect of the present invention, wherein a bottom wall and / or a side wall of the basin body is made of a glass fiber reinforced polyolefin-based material having water permeability. It is characterized by being composed of an expandable plate of a stampable sheet.

【0009】そして、請求項2に係る雨水浸透桝は、膨
張板の透水量が1.5〜5.0ml/min・cm2
あることを特徴とし、請求項3に係る雨水浸透桝は、桝
本体の上部開口に、雨水をろ過するフィルターが装着さ
れていることを特徴とし、請求項4に係る雨水浸透桝
は、桝本体の上部開口に円筒状のアジャスターが接続さ
れ、該アジャスターの直径よりも桝本体の一辺の長さ又
は直径の方が大きいことを特徴とするものである。
The rainwater infiltration basin according to claim 2 is characterized in that the water permeation amount of the expansion plate is 1.5 to 5.0 ml / min · cm 2 , A rainwater infiltration basin according to claim 4, wherein a cylindrical adjuster is connected to the upper opening of the basin main body, and a diameter of the adjuster is set to a diameter of the adjuster. The length or diameter of one side of the box body is larger than that of the box body.

【0010】ガラス繊維強化ポリオレフィン系のスタン
パブルシートの膨張板は透水性であり、その透水量が雨
水浸透桝に丁度適合する程度の量であるため、請求項1
の雨水浸透桝のように桝本体の底壁及び/又は側壁を該
膨張板で構成すると、桝本体の内部へ流入した雨水がそ
の底壁及び/又は側壁を透過して周囲の地中へ適量ずつ
浸透するようになる。従って、請求項1の雨水浸透桝
は、浸透する雨水によって周囲の土が流失する心配がな
く、しかも良好な雨水浸透性能を発揮することができ
る。その場合、桝本体の周囲に砕石を埋めると、土の流
失防止効果や雨水浸透性能が更に向上するようになる。
また、スタンパブルシートの膨張板を用いた請求項1の
雨水浸透桝は、該膨張板の比重が小さく、軽量で取扱い
や持運びがしやすいため、埋設施工性も良好である。
[0010] The expansion plate of the glass fiber reinforced polyolefin stampable sheet is permeable to water and the amount of water permeation is just enough to fit into the rainwater infiltration basin.
When the bottom wall and / or side wall of the basin is composed of the expansion plate as in the case of a rainwater infiltration basin, the rainwater flowing into the inside of the basin passes through the bottom wall and / or the side wall and enters an appropriate amount into the surrounding ground. It will gradually penetrate. Therefore, the rainwater infiltration basin according to claim 1 has no fear that surrounding soil is washed away by the infiltrating rainwater, and can exhibit good rainwater infiltration performance. In this case, if crushed stone is buried around the main body of the basin, the effect of preventing soil loss and the performance of rainwater penetration will be further improved.
In addition, the rainwater infiltration basin according to claim 1 using the expandable plate of the stampable sheet has a low specific gravity of the expandable plate, is lightweight, is easy to handle and carry, and has good burying workability.

【0011】周知のように、スタンパブルシートは成形
性が良く、その膨張板は軽量で強度も大きいため、近
年、自動車部品の材料等として急速に普及してきたもの
であるが、本発明者らは、このスタンパブルシートの膨
張板が雨水浸透桝に適合した透水性(透水量)を有する
ことを見出し、これを雨水浸透桝に適用することによっ
て本発明を完成したものである。
As is well known, a stampable sheet has good moldability, and its expansion plate is lightweight and has high strength. Therefore, it has been rapidly spread in recent years as a material for automobile parts. Has found that the expansion plate of the stampable sheet has a water permeability (amount of water permeation) suitable for the rainwater infiltration basin, and completed the present invention by applying this to the rainwater infiltration basin.

【0012】膨張板の透水量は、具体的には請求項2の
ように1.5〜5.0ml/min・cm2 の範囲内に
あることが好ましく、透水量が1.5ml/min・c
2より少ない膨張板を用いると、雨水浸透性能が大幅
に低下する。一方、透水量が5.0ml/min・cm
2 より多い膨張板は、内部空隙量が多すぎて強度が不足
するため、そのような膨張板を底壁や側壁に用いると、
雨水浸透桝の強度が弱くなり、土圧によって破損する恐
れが生じる。
More specifically, the water permeability of the expansion plate is preferably in the range of 1.5 to 5.0 ml / min · cm 2 , and the water permeability is 1.5 ml / min · cm 2. c
If an expansion plate with less than m 2 is used, the rainwater penetration performance will be significantly reduced. On the other hand, the water permeability is 5.0 ml / min · cm
Since the expansion plate more than 2 has insufficient internal void volume and insufficient strength, when such an expansion plate is used for the bottom wall or the side wall,
The strength of the rainwater infiltration basin is weakened, which may cause damage due to earth pressure.

【0013】また、請求項3の雨水浸透桝のように、桝
本体の上部開口に雨水をろ過するフィルターが装着され
ていると、雨水に含まれるゴミや塵埃等が該フィルター
によって除去され、きれいな雨水だけが桝本体に流入す
るので、雨水が底壁や側壁の膨張板を透過するときにゴ
ミや塵埃が膨張板の内部空隙に詰まることがなくなり、
長期に亘って良好な雨水浸透性能を維持できるようにな
る。
Further, when a filter for filtering rainwater is attached to the upper opening of the main body of the basin as in the rainwater infiltration basin according to the third aspect, dirt, dust and the like contained in the rainwater are removed by the filter, and the filter is clean. Since only rainwater flows into the basin body, dust and dirt do not clog the internal space of the expansion plate when the rainwater passes through the expansion plate on the bottom and side walls.
Good rainwater penetration performance can be maintained over a long period of time.

【0014】更に、請求項4の雨水浸透桝のように、桝
本体の上部開口に接続された円筒状のアジャスターの直
径よりも桝本体の一辺の長さ又は直径の方が大きく設定
されていると、地面に露出するアジャスターの上端開口
の直径は小さくても桝本体の容量は大きいので、一時的
に多量の雨水を貯溜して周囲の地中に浸透させることが
でき、しかも、桝本体の周囲に砕石を埋める場合には、
その砕石の埋設量を少なくできるので経済的に有利であ
る。
Furthermore, as in the rainwater infiltration basin of claim 4, the length or diameter of one side of the basin body is set to be larger than the diameter of the cylindrical adjuster connected to the upper opening of the basin body. Even though the diameter of the upper end opening of the adjuster exposed to the ground is small, the capacity of the basin body is large, so a large amount of rainwater can be temporarily stored and permeated into the surrounding ground, and When burying crushed stone around,
It is economically advantageous because the amount of buried stone can be reduced.

【0015】[0015]

【発明の実施の形態】以下、図面を参照して本発明の具
体的な実施形態を詳述する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, specific embodiments of the present invention will be described in detail with reference to the drawings.

【0016】図1は本発明の一実施形態に係る雨水浸透
桝の斜視図、図2は同雨水浸透桝の分解斜視図、図3は
同雨水浸透桝の使用状態を示す断面図、図4は図3の円
で囲んだ部分の拡大図、図5は同雨水浸透桝のアジャス
ター受枠を示すもので、(a)は該受枠の底面図、(b)
は該受枠の側面図、図6は同雨水浸透桝の底壁材の平面
図、図7は同雨水浸透桝の柱材の部分斜視図、図8はフ
ィルター支持材の平面図である。
FIG. 1 is a perspective view of a rainwater infiltration basin according to an embodiment of the present invention, FIG. 2 is an exploded perspective view of the rainwater infiltration basin, FIG. Fig. 5 is an enlarged view of a portion surrounded by a circle in Fig. 3, Fig. 5 shows an adjuster receiving frame of the rainwater infiltration basin, (a) is a bottom view of the receiving frame, and (b)
6 is a side view of the receiving frame, FIG. 6 is a plan view of a bottom wall material of the rainwater infiltration basin, FIG. 7 is a partial perspective view of a column member of the rainwater infiltration basin, and FIG. 8 is a plan view of a filter support member.

【0017】この実施形態の雨水浸透桝は、図1に示す
ように、桝本体1と、円筒状のアジャスター2と、蓋3
とで構成されている。アジャスター2は雨水浸透桝の全
体の高さを調節するもので、ポリプロピレンや他の熱可
塑性樹脂によって円筒状に成形されており、図2に示す
ように、このアジャスター2の上端開口縁には環状の蓋
受溝2aが形成されている。
As shown in FIG. 1, the rainwater infiltration basin of this embodiment has a basin body 1, a cylindrical adjuster 2, and a lid 3 as shown in FIG.
It is composed of The adjuster 2 adjusts the overall height of the rainwater infiltration basin, and is formed in a cylindrical shape from polypropylene or another thermoplastic resin. As shown in FIG. Is formed.

【0018】蓋3は強度の大きいレジンコンクリート等
で円板状に成形されたものであり、図3に示すように、
この蓋3の周縁部裏面側に形成された環状凸部3aをア
ジャスター2の蓋受溝2aに嵌合することによって、ア
ジャスター2の上端開口部に開閉自在に被着されてい
る。そして、この蓋3の上面には、一対の取手部3b,
3bが形成されている。
The lid 3 is made of a high-strength resin concrete or the like and is formed into a disk shape. As shown in FIG.
An annular convex portion 3a formed on the back surface of the peripheral portion of the lid 3 is fitted to the lid receiving groove 2a of the adjuster 2 so as to be openably and closably attached to the upper end opening of the adjuster 2. A pair of handles 3b,
3b is formed.

【0019】図2に示すように、この雨水浸透桝の桝本
体1は、底壁材11と、四隅の柱材12と、四面の側壁
材13と、上部のアジャスター受枠14によって中空の
略立方体形状に組立てられており、その一辺の長さ(平
面における一辺の長さ)はアジャスター2の直径よりも
大きく設定されている。
As shown in FIG. 2, the basin body 1 of the rainwater infiltration basin has a hollow substantially cubic shape formed by a bottom wall material 11, four pillars 12 at four corners, four side wall materials 13, and an upper adjuster receiving frame 14. The length of one side (the length of one side in a plane) is set to be larger than the diameter of the adjuster 2.

【0020】底壁材11と側壁材13はいずれも、透水
性を有するガラス繊維強化ポリオレフィン系のスタンパ
ブルシートの膨張板からなるものである。この膨張板
は、ポリプロピレンやポリエチレン等のポリオレフィン
をマトリックス樹脂としてガラス繊維を分散させたスタ
ンパブルシートを加熱後プレスすることによって、厚み
方向に膨張させながら成形したものである。
Both the bottom wall material 11 and the side wall material 13 are made of a water-permeable glass fiber reinforced polyolefin stampable sheet expansion plate. This expansion plate is formed by heating and pressing a stampable sheet in which glass fibers are dispersed using a polyolefin such as polypropylene or polyethylene as a matrix resin and then expanded in the thickness direction.

【0021】特に、ポリプロピレンをマトリックス樹脂
としてガラス繊維を25〜50重量%程度分散させたス
タンパブルシートを、厚み方向に1.5〜5倍程度膨張
させて成形した目付重量が600〜6000g/m2
度、厚みが7〜22mm程度の膨張板は、軽量で強度が
大きく、しかも雨水浸透桝に適した1.5〜5.0ml
/min・cm2 程度の透水量を有するため、底壁材1
1や側壁材13として極めて好適である。尚、このスタ
ンパブルシートは、ラミネート法、湿式繊維分散法、乾
式繊維分散法のいずれの製法で製造されたものでもよ
い。
In particular, a stampable sheet in which glass fibers are dispersed by about 25 to 50% by weight using polypropylene as a matrix resin is expanded by about 1.5 to 5 times in the thickness direction to form a stampable sheet having a basis weight of 600 to 6000 g / m 2. The expansion plate having a thickness of about 2 and a thickness of about 7 to 22 mm is lightweight and has high strength, and 1.5 to 5.0 ml suitable for a rainwater infiltration basin.
/ Min · cm 2 , the bottom wall material 1
It is very suitable as 1 or the side wall material 13. The stampable sheet may be manufactured by any of a lamination method, a wet fiber dispersion method, and a dry fiber dispersion method.

【0022】上記のように膨張板の透水量は1.5〜
5.0ml/min・cm2 の範囲にあることが好まし
く、透水量が1.5ml/min・cm2 より少ない膨
張板を底壁材11や側壁材13として使用すると、桝本
体1の雨水浸透性能が大幅に低下するといった不都合を
生じる。一方、透水量が5.0ml/min・cm2
り多い膨張板は、内部空隙量が多すぎて強度が不足する
ため、そのような膨張板を底壁材11や側壁材13とし
て使用すると、桝本体1の強度が弱くなり、土圧によっ
て破損する恐れが生じる。
As described above, the water permeability of the expansion plate is 1.5 to
Is preferably in the range of 5.0ml / min · cm 2, the water permeability is to use a less expansion board than 1.5ml / min · cm 2 as the bottom wall member 11 and sidewall members 13, the Masumoto body 1 rainwater penetration Inconvenience such as a significant decrease in performance occurs. On the other hand, an expansion plate having a water permeability of more than 5.0 ml / min · cm 2 has too much internal void space and lacks strength. Therefore, when such an expansion plate is used as the bottom wall material 11 or the side wall material 13, The strength of the basin body 1 is weakened, and the basin body 1 may be damaged by earth pressure.

【0023】図6に示すように、桝本体1の上記膨張板
から成る底壁材11の四隅には、柱材12を立設するた
めの凹部11aが形成されており、図2に示すように、
この四隅の凹部11aの上に柱材12がそれぞれ立設さ
れて接着剤で接着固定されている。また、図6に示すよ
うに、この底壁材11には嵌合溝11bが四辺に沿って
形成されており、図2に示すように、四枚の側壁材13
の下端縁がそれぞれの嵌合溝11bに嵌合されて接着剤
で接着固定されている。
As shown in FIG. 6, at the four corners of the bottom wall member 11 made of the above-mentioned expansion plate of the box body 1, there are formed concave portions 11a for erecting the column members 12, as shown in FIG. To
The column members 12 are erected on the concave portions 11a at the four corners, respectively, and are adhered and fixed with an adhesive. As shown in FIG. 6, fitting grooves 11b are formed along the four sides of the bottom wall member 11, and as shown in FIG.
Are fitted in the respective fitting grooves 11b and are fixedly adhered with an adhesive.

【0024】上記の柱材12は、ABSや強化ポリ塩化
ビニル等の強度が大きい合成樹脂で成形されたものであ
って、図7に示すように、該柱材12の隣接する二側面
には長手方向全長に亘って嵌合溝12a,12aが形成
されている。そして、図2に示すように、各柱材12の
相対向する嵌合溝12a,12aに側壁材13の両側縁
が嵌合されて接着剤で接着固定されている。
The column member 12 is formed of a synthetic resin having a high strength such as ABS or reinforced polyvinyl chloride. As shown in FIG. The fitting grooves 12a are formed over the entire length in the longitudinal direction. Then, as shown in FIG. 2, both side edges of the side wall member 13 are fitted into the opposed fitting grooves 12a, 12a of each column member 12, and are fixedly bonded with an adhesive.

【0025】柱材12及び側壁材13の上に取付けられ
るアジャスター受枠14は、柱材12と同様の強度が大
きい合成樹脂を用いて、図2に示すような中央部に円形
の開口14aを有する正方形の板状体(底壁材11と同
じ大きさの正方形の板状体)に成形したものであって、
その一辺の長さは前記アジャスター2の直径よりも大き
くなっており、開口14aの口縁に設けられた環状隆起
部14bには、アジャスター2の下端を嵌め受ける環状
受溝14cが形成されている。また、アジャスター受枠
14の四隅の裏面には図5に示すように凹部14dが形
成されており、更に、該受枠14の裏面には嵌合溝14
eが四辺に沿って形成されている。そして、この四隅の
凹部14dを柱材12の上端に載置して接着剤で接着固
定すると共に、嵌合溝14eに四枚の側壁材13の上端
縁を嵌合して接着材で接着固定することにより、中空構
造の略立方体形状の桝本体1が組立てられている。尚、
14fはアジャスター受枠14の強度を高めるためのリ
ブである。
The adjuster receiving frame 14 mounted on the column member 12 and the side wall member 13 is made of a synthetic resin having the same high strength as the column member 12, and has a circular opening 14a in the center as shown in FIG. It is formed into a square plate (a square plate having the same size as the bottom wall material 11),
The length of one side thereof is larger than the diameter of the adjuster 2, and an annular ridge 14b provided at the edge of the opening 14a is formed with an annular receiving groove 14c for receiving the lower end of the adjuster 2. . As shown in FIG. 5, a concave portion 14d is formed on the back surface of each of the four corners of the adjuster receiving frame 14, and a fitting groove 14 is formed on the back surface of the receiving frame 14.
e is formed along four sides. The recesses 14d at the four corners are placed on the upper ends of the pillars 12 and are fixed with an adhesive, and the upper edges of the four side walls 13 are fitted into the fitting grooves 14e and fixed with the adhesive. As a result, the substantially cubic cell body 1 having a hollow structure is assembled. still,
14f is a rib for increasing the strength of the adjuster receiving frame 14.

【0026】このように組立てられた桝本体1のアジャ
スター受枠14の環状受溝14cには前記のアジャスタ
ー2の下端が嵌合され、接着剤で接着固定されている。
そして、この桝本体1のアジャスター受枠14の開口1
4aには、図3に示すように雨水をろ過するフィルター
4が装着されている。
The lower end of the adjuster 2 is fitted into the annular receiving groove 14c of the adjuster receiving frame 14 of the box body 1 assembled as described above, and is fixed by an adhesive.
Then, the opening 1 of the adjuster receiving frame 14 of the basin body 1
As shown in FIG. 3, a filter 4 for filtering rainwater is attached to 4a.

【0027】このフィルター4は、図2〜図4に示すよ
うに、不織布等の透水シートを数枚重ねた濾材4aと、
該濾材4aを支持する通水自在な支持具4bとから成る
もので、該支持具4bは、図8に示すようなスノコ状の
半円形の支持具半体40bを二個合わせて円形の支持具
としたものである。かかるフィルター4は、図3,図4
に示すように、支持具4bの周縁部をアジャスター受枠
14の環状隆起部14bの内周縁に係止することによっ
て、開口14aを覆うように装着されている。なお、最
初から円形に形成したスノコ状支持具を装着してもよい
が、上記の支持具半体40bのように二分割されている
と、装着作業がしやすいという利点がある。
As shown in FIGS. 2 to 4, the filter 4 includes a filter material 4a in which several water-permeable sheets such as nonwoven fabrics are stacked,
And a water-supporting support 4b for supporting the filter medium 4a. The support 4b is a circular support by combining two half-shaped support bodies 40b each having a circular saw shape as shown in FIG. It was a tool. Such a filter 4 is shown in FIGS.
As shown in FIG. 7, the support 4b is mounted so as to cover the opening 14a by locking the peripheral portion of the support 4b to the inner peripheral edge of the annular raised portion 14b of the adjuster receiving frame 14. Although a circular saw-shaped support tool that is formed in a circular shape from the beginning may be mounted, when the support tool half 40b is divided into two parts, there is an advantage that the mounting operation is easy.

【0028】以上のような構成の雨水浸透桝は、図3に
示すように、アジャスター2によって蓋3と地面GLが
面一となるように桝全体の高さを調節し、アジャスター
2の筒状壁に穿口した接続口に雨水流入管5と雨水流出
管6を接続すると共に、好ましくは桝本体1の周囲に砕
石(不図示)を入れて地中に埋設される。
As shown in FIG. 3, in the rainwater infiltration basin having the above structure, the height of the entire basin is adjusted by the adjuster 2 so that the lid 3 and the ground GL are flush with each other. A rainwater inflow pipe 5 and a rainwater outflow pipe 6 are connected to a connection port formed in a wall, and crushed stones (not shown) are preferably put around the cell body 1 and buried in the ground.

【0029】このように雨水浸透桝が埋設施工される
と、雨水流入管5から流入した雨水はフィルター4の濾
材4aでろ過され、雨水に含まれるゴミや塵埃が除去さ
れて、きれいな雨水だけが桝本体1内に一時的に貯溜さ
れることになり、一時的に貯溜された雨水Wは、透水性
の膨張板からなる底壁材11や側壁材13を、1.5〜
5.0ml/min・cm2 程度の適度な透水量で透過
し、周囲の地中へ浸透していく。そして、集中豪雨のと
きなど桝本体1が雨水で満杯になった場合は、過剰の雨
水が雨水流出管6を通じて排水される。
When the rainwater infiltration basin is buried and constructed as described above, the rainwater flowing from the rainwater inflow pipe 5 is filtered by the filter medium 4a of the filter 4, and the trash and dust contained in the rainwater are removed. The rainwater W temporarily stored in the basin main body 1 causes the bottom wall material 11 and the side wall material 13 made of a permeable expansion plate to be 1.5 to
It permeates at an appropriate water permeability of about 5.0 ml / min · cm 2 and penetrates into the surrounding ground. When the basin body 1 is full of rainwater, such as during a heavy rainfall, excess rainwater is drained through the rainwater outflow pipe 6.

【0030】この雨水浸透桝は上記のように透水量が適
量であるため、良好な雨水浸透性能を発揮でき、しか
も、透過・浸透する雨水によって周囲の土が流失するの
を防止することができる。従って、従来の雨水浸透桝の
ように桝壁の孔から多量に流出する雨水と共に周囲の土
が流失し、雨水浸透桝が傾いたり位置ずれを生じたりす
る欠点を充分に解消することができる。
Since the rainwater infiltration basin has an appropriate amount of water permeation as described above, it can exhibit good rainwater permeation performance, and can prevent the surrounding soil from being washed away by the permeated and permeated rainwater. . Therefore, it is possible to sufficiently eliminate the disadvantage that the surrounding soil is washed away along with a large amount of rainwater flowing out from the hole of the basin wall as in the conventional rainwater infiltration basin, and the rainwater permeation basin is tilted or displaced.

【0031】また、この雨水浸透桝は、軽量なスタンパ
ブルシートの膨張板を底壁材11や側壁材13として使
用するため、取扱いや持運びがしやすく、埋設施工性が
良好であり、しかも、該膨張板は強度が大きいため、土
圧で破損する心配も解消される。
In addition, since the rainwater infiltration basin uses a lightweight stampable sheet expansion plate as the bottom wall material 11 and the side wall material 13, it is easy to handle and carry, and has good embedding workability. In addition, since the expansion plate has high strength, the fear of breakage due to earth pressure is eliminated.

【0032】更に、この雨水浸透桝は、地面に露出する
アジャスター2の上端開口の直径は小さくても地中の桝
本体1の容量は大きいので、一時的に多量の雨水を貯溜
して周囲の地中に浸透させることができる共に、桝本体
の周囲に埋める砕石の量を少なくできる利点もある。
Further, in this rainwater infiltration basin, since the capacity of the underground basin main body 1 is large even if the diameter of the upper end opening of the adjuster 2 exposed to the ground is small, a large amount of rainwater is temporarily stored to surround the basin. In addition to being able to penetrate the ground, there is an advantage that the amount of crushed stone buried around the main body of the basin can be reduced.

【0033】上記の実施形態では、桝本体1の底壁材1
1と側壁材13の双方にスタンパブルシートの膨張板を
使用しているが、底壁材11又は側壁材13のいずれか
一方に膨張板を使用するようにしてもよい。また、上記
の実施形態では、底壁材11も側壁材13も平らな膨張
板を使用しているが、平らな膨張板に限らず、例えば円
弧状に湾曲した膨張板を側壁材13として使用し、桝本
体1の側壁を円筒状に構成して、アジャスター2より直
径が大きい有底円筒状の桝本体としてもよい。
In the above embodiment, the bottom wall material 1
Although the expansion plate of the stampable sheet is used for both the side wall member 1 and the side wall member 13, an expansion plate may be used for either the bottom wall member 11 or the side wall member 13. In the above-described embodiment, the bottom wall member 11 and the side wall member 13 use flat expansion plates. However, the present invention is not limited to the flat expansion plate. For example, an expansion plate curved in an arc shape is used as the side wall member 13. Then, the side wall of the box body 1 may be formed in a cylindrical shape, and may be a closed-end box-shaped box body having a diameter larger than that of the adjuster 2.

【0034】[0034]

【発明の効果】本発明の雨水浸透桝は、スタンパブルシ
ートの膨張板で形成された桝本体の底壁及び/又は側壁
の透水量が適量であるため、透過・浸透する雨水と共に
周囲の土が流失して雨水浸透桝が傾いたり位置ずれを生
じたりする欠点を解消できるといった顕著な効果を奏す
る。また、膨張板が軽量で且つ強度が大きいため、取扱
いや持運びがしやすく、埋設施工性が良好であり、土圧
を受けても破損し難いといった効果も奏する。更に、桝
本体の一辺の長さ又は直径の方がアジャスターの直径よ
り大きい雨水浸透桝は、一時的に多量の雨水を貯溜して
適量ずつ浸透させることができ、好ましくは周囲に埋め
る砕石の量を減らすことができるといった効果も奏す
る。
According to the rainwater infiltration basin of the present invention, since the bottom wall and / or the side wall of the basin body formed by the expandable plate of the stampable sheet have an appropriate amount of water permeation, the permeation and permeation of the surrounding soil together with the permeated and permeated rainwater are achieved. However, there is a remarkable effect that a disadvantage that the rainwater infiltration basin is tilted or displaced due to erosion can be eliminated. In addition, since the expansion plate is lightweight and has high strength, it is easy to handle and carry, has good embedding workability, and has an effect of being hardly damaged even when subjected to earth pressure. Furthermore, a rainwater infiltration basin in which the length or diameter of one side of the basin body is larger than the diameter of the adjuster can temporarily store a large amount of rainwater and allow it to permeate appropriately, and preferably the amount of crushed stone buried in the surrounding area This also has the effect of reducing the number of times.

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

【図1】図1は本発明の一実施形態に係る雨水浸透桝の
斜視図である。
FIG. 1 is a perspective view of a rainwater seepage measure according to an embodiment of the present invention.

【図2】同雨水浸透桝の分解斜視図である。FIG. 2 is an exploded perspective view of the rainwater seepage measure.

【図3】同雨水浸透桝の使用状態を示す断面図である。FIG. 3 is a sectional view showing a use state of the rainwater infiltration basin.

【図4】図3の円で囲んだ部分の拡大図である。FIG. 4 is an enlarged view of a portion surrounded by a circle in FIG. 3;

【図5】同雨水浸透桝のアジャスター受枠を示すもの
で、(a)は該受枠の底面図、(b)は該受枠の側面図
である。
5A and 5B show an adjuster receiving frame of the rainwater infiltration basin, wherein FIG. 5A is a bottom view of the receiving frame and FIG. 5B is a side view of the receiving frame.

【図6】同雨水浸透桝の底壁材の平面図である。FIG. 6 is a plan view of a bottom wall material of the rainwater infiltration basin.

【図7】同雨水浸透桝の柱材の部分斜視図である。FIG. 7 is a partial perspective view of a column member of the rainwater infiltration basin.

【図8】同雨水浸透桝のフィルター支持材の平面図であ
る。
FIG. 8 is a plan view of a filter supporting member of the rainwater infiltration basin.

【符号の説明】[Explanation of symbols]

1 桝本体 11 底壁材 12 柱材 13 側壁材 14 アジャスター受枠 14a 開口 2 アジャスター 3 蓋 4 フィルター 4a 濾材 4b 支持具 DESCRIPTION OF SYMBOLS 1 Masu main body 11 Bottom wall material 12 Column material 13 Side wall material 14 Adjuster receiving frame 14a Opening 2 Adjuster 3 Lid 4 Filter 4a Filter material 4b Supporting tool

───────────────────────────────────────────────────── フロントページの続き (72)発明者 石川 尚登 大阪市中央区安土町2丁目3番13号 タキ ロン株式会社内 (72)発明者 松本 覚 大阪市中央区安土町2丁目3番13号 タキ ロン株式会社内 Fターム(参考) 2D063 AA14 AA15 DA04 DB04  ──────────────────────────────────────────────────続 き Continued on the front page (72) Inventor Naoto Ishikawa 2-3-13 Azuchicho, Chuo-ku, Osaka City Inside Takiron Co., Ltd. (72) Satoru Matsumoto 2-3-13 Azuchicho, Chuo-ku, Osaka City F-term in Takiron Co., Ltd. (reference) 2D063 AA14 AA15 DA04 DB04

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】桝本体の底壁及び/又は側壁が、透水性を
有するガラス繊維強化ポリオレフィン系のスタンパブル
シートの膨張板から成ることを特徴とする雨水浸透桝。
1. A rainwater infiltration basin characterized in that a bottom wall and / or a side wall of the basin main body is made of a water-permeable glass fiber reinforced polyolefin-based stampable sheet expansion plate.
【請求項2】膨張板の透水量が1.5〜5.0ml/m
in・cm2 であることを特徴とする請求項1に記載の
雨水浸透桝。
2. The expansion plate has a water permeability of 1.5 to 5.0 ml / m.
The rainwater infiltration basin according to claim 1, wherein the basin is in cm 2 .
【請求項3】桝本体の上部開口に、雨水をろ過するフィ
ルターが装着されていることを特徴とする請求項1又は
請求項2に記載の雨水浸透桝。
3. The stormwater infiltration basin according to claim 1, wherein a filter for filtering rainwater is attached to an upper opening of the basin body.
【請求項4】桝本体の上部開口に円筒状のアジャスター
が接続され、該アジャスターの直径よりも桝本体の一辺
の長さ又は直径の方が大きいことを特徴とする請求項1
ないし請求項3のいずれかに記載の雨水浸透桝。
4. A cylindrical adjuster is connected to an upper opening of the box body, and a length or a diameter of one side of the box body is larger than a diameter of the adjuster.
A rainwater infiltration basin according to any one of claims 3 to 4.
JP10227643A 1998-07-27 1998-07-27 Rain water permeation basin Pending JP2000045372A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10227643A JP2000045372A (en) 1998-07-27 1998-07-27 Rain water permeation basin

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10227643A JP2000045372A (en) 1998-07-27 1998-07-27 Rain water permeation basin

Publications (1)

Publication Number Publication Date
JP2000045372A true JP2000045372A (en) 2000-02-15

Family

ID=16864103

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10227643A Pending JP2000045372A (en) 1998-07-27 1998-07-27 Rain water permeation basin

Country Status (1)

Country Link
JP (1) JP2000045372A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003533353A (en) * 2000-05-12 2003-11-11 ウオーター ソリューションズ(オーストラリア) プロプライエタリー リミテッド Solid-liquid separation device
JP2006219910A (en) * 2005-02-10 2006-08-24 Sekisui Chem Co Ltd Rainwater outflow suppressing system
JP2007032025A (en) * 2005-07-25 2007-02-08 Ebata Kk Penetration
KR100686292B1 (en) 2002-11-14 2007-02-23 가부시끼가이샤 엔라이또ㆍ인터내셔날ㆍ코포레이션 Rainwater Storage Infiltration Facility in Soil
JP2016017372A (en) * 2014-07-10 2016-02-01 アロン化成株式会社 Rainwater penetration
JP2020002649A (en) * 2018-06-28 2020-01-09 大和ハウス工業株式会社 Drainage basin and drainage basin unit
CN112523302A (en) * 2020-12-24 2021-03-19 吉林农业大学 Landscape rainwater is collected and water recycling system
KR20210062872A (en) * 2019-11-22 2021-06-01 주식회사 세기엔지니어링 Rain water storage device
CN114062216A (en) * 2020-08-05 2022-02-18 神华神东煤炭集团有限责任公司 Device and method for simulating loose aquifer through three-dimensional solid-liquid coupling

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003533353A (en) * 2000-05-12 2003-11-11 ウオーター ソリューションズ(オーストラリア) プロプライエタリー リミテッド Solid-liquid separation device
KR100686292B1 (en) 2002-11-14 2007-02-23 가부시끼가이샤 엔라이또ㆍ인터내셔날ㆍ코포레이션 Rainwater Storage Infiltration Facility in Soil
JP2006219910A (en) * 2005-02-10 2006-08-24 Sekisui Chem Co Ltd Rainwater outflow suppressing system
JP2007032025A (en) * 2005-07-25 2007-02-08 Ebata Kk Penetration
JP2016017372A (en) * 2014-07-10 2016-02-01 アロン化成株式会社 Rainwater penetration
JP7162237B2 (en) 2018-06-28 2022-10-28 大和ハウス工業株式会社 sump unit
JP2020002649A (en) * 2018-06-28 2020-01-09 大和ハウス工業株式会社 Drainage basin and drainage basin unit
KR20210062872A (en) * 2019-11-22 2021-06-01 주식회사 세기엔지니어링 Rain water storage device
KR102305411B1 (en) * 2019-11-22 2021-09-28 주식회사 세기엔지니어링 Rain water storage device
CN114062216B (en) * 2020-08-05 2024-03-15 神华神东煤炭集团有限责任公司 A device and method for three-dimensional solid-liquid coupling similarity simulation of loose aquifers
CN114062216A (en) * 2020-08-05 2022-02-18 神华神东煤炭集团有限责任公司 Device and method for simulating loose aquifer through three-dimensional solid-liquid coupling
CN112523302A (en) * 2020-12-24 2021-03-19 吉林农业大学 Landscape rainwater is collected and water recycling system
CN112523302B (en) * 2020-12-24 2022-02-11 吉林农业大学 Landscape rainwater is collected and water recycling system

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