JPH1171789A - Rainwater storage device and structural member therefor - Google Patents
Rainwater storage device and structural member thereforInfo
- Publication number
- JPH1171789A JPH1171789A JP9249542A JP24954297A JPH1171789A JP H1171789 A JPH1171789 A JP H1171789A JP 9249542 A JP9249542 A JP 9249542A JP 24954297 A JP24954297 A JP 24954297A JP H1171789 A JPH1171789 A JP H1171789A
- Authority
- JP
- Japan
- Prior art keywords
- water storage
- rainwater
- storage device
- water
- space
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 96
- 229920003002 synthetic resin Polymers 0.000 claims abstract description 13
- 239000000057 synthetic resin Substances 0.000 claims abstract description 13
- 239000000463 material Substances 0.000 claims description 57
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 238000005086 pumping Methods 0.000 claims description 3
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 20
- 239000004576 sand Substances 0.000 description 19
- 241000233855 Orchidaceae Species 0.000 description 11
- 238000006424 Flood reaction Methods 0.000 description 7
- 239000004033 plastic Substances 0.000 description 7
- 229920003023 plastic Polymers 0.000 description 7
- 230000035699 permeability Effects 0.000 description 5
- 241000196324 Embryophyta Species 0.000 description 4
- 238000001746 injection moulding Methods 0.000 description 4
- 230000002262 irrigation Effects 0.000 description 4
- 238000003973 irrigation Methods 0.000 description 4
- 239000002245 particle Substances 0.000 description 4
- -1 polyethylene Polymers 0.000 description 4
- 238000005406 washing Methods 0.000 description 4
- 238000000465 moulding Methods 0.000 description 3
- 229920005989 resin Polymers 0.000 description 3
- 239000011347 resin Substances 0.000 description 3
- 239000004698 Polyethylene Substances 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 2
- 239000011230 binding agent Substances 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 239000012466 permeate Substances 0.000 description 2
- 229920000573 polyethylene Polymers 0.000 description 2
- 229920001155 polypropylene Polymers 0.000 description 2
- 239000004925 Acrylic resin Substances 0.000 description 1
- 229920000178 Acrylic resin Polymers 0.000 description 1
- 239000004793 Polystyrene Substances 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000006866 deterioration Effects 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000011372 high-strength concrete Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 239000010954 inorganic particle Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000005011 phenolic resin Substances 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 239000004800 polyvinyl chloride Substances 0.000 description 1
- 229920000915 polyvinyl chloride Polymers 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000006228 supernatant Substances 0.000 description 1
- 229920005992 thermoplastic resin Polymers 0.000 description 1
- 229920001187 thermosetting polymer Polymers 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)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、雨水を一時貯溜し
たり、貯溜した雨水を地中に浸透させる場合に有効な雨
水貯溜装置とこれに用いる貯水用構造材に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a rainwater storage device which is effective for temporarily storing rainwater or for penetrating the stored rainwater into the ground, and a water storage structural material used for the rainwater storage device.
【0002】[0002]
【従来の技術】近年の住宅開発や福祉施設等の建設は、
山間部や農耕地等の丘陵地等の傾斜地を宅地に造成して
行われることが多い。2. Description of the Related Art Recent housing development and construction of welfare facilities, etc.
In many cases, slopes such as hills such as mountainous areas and agricultural lands are built on residential lands.
【0003】このような場所は、従来は森林や草原や耕
地であったため、雨水は地中に浸透しやすく、また水田
等に溜まるため、大雨の場合でも短時間に河川に流れ込
むということは少なかった。Conventionally, such places are forests, grasslands, and arable land, so that rainwater easily penetrates into the ground, and accumulates in paddy fields. Therefore, even in the case of heavy rain, it is rare for the rainwater to flow in a short time. Was.
【0004】しかし近年において、開発が進んだ地域で
は、多くの地面が建物や道路、駐車場等に変わり、そこ
はコンクリートやアスファルトであるため、建物に降っ
た雨は雨樋から排水溝に流れ、また道路や駐車場に降っ
た雨は地表を流れて側溝に入り、小河川から次第に大河
川へと合流していく。従来は、市街地を流れる大きな河
川も充分な川幅があり、洪水に耐えるだけの容量があっ
たが、現在は大雨が降ると、開発された広大な面積の雨
が短時間に集められて河川に流れ込むため、単位時間当
たりの流量が急激に増して頻繁に洪水を引き起こすのが
現状である。[0004] In recent years, however, in areas where development has progressed, much of the ground has been replaced by buildings, roads, parking lots, etc., which are made of concrete or asphalt. Also, rain falling on roads and parking lots flows down the surface into gutters, and gradually merges with small rivers into large rivers. In the past, large rivers flowing through urban areas were also wide enough to withstand floods.However, now, when heavy rain falls, the developed vast area of rain is collected in a short time and At present, the flow rate per unit time increases rapidly, causing frequent floods.
【0005】[0005]
【発明が解決しようとする課題】本発明は上記に鑑みな
されたもので、最近、頻繁に起こる所謂都市型洪水の発
生を抑制するため、雨水を宅地開発前のように一時的に
各地で分散貯溜し、貯溜された水を時間をずらして徐々
に排水したり、また地中に浸透させたり、あるいは貯溜
した水を洗車や庭園などの植物の灌水に使用することが
できる雨水貯溜装置を提供することと、その装置に用い
る貯水用構造材を提供することを解決課題とするもので
ある。DISCLOSURE OF THE INVENTION The present invention has been made in view of the above, and in order to suppress the occurrence of so-called urban floods that frequently occur recently, rainwater is temporarily dispersed in various places, such as before development of residential land. Provide a rainwater storage device that can store and drain the stored water gradually with a time delay, infiltrate into the ground, or use the stored water for irrigation of plants such as car washing and gardens. It is an object of the present invention to provide a water storage structure used for the apparatus.
【0006】[0006]
【課題を解決するための手段】前記の課題を解決するた
め、本発明の請求項1に係る雨水貯溜装置は、相対向す
る両側板を連結部により一体に連結して両側板の間の空
間部を貯水用空間部とした合成樹脂製の貯水用構造材を
地下に多数集積し、その周囲を透水性シートで囲繞して
埋設した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 storage device according to the first aspect of the present invention, wherein opposite side plates are integrally connected by a connecting portion to form a space between the two side plates. A large number of synthetic resin water storage structural materials serving as water storage space portions are accumulated underground, and the surroundings are buried by being surrounded by a water-permeable sheet.
【0007】かかる構成の雨水貯溜装置では、地表から
浸透してくる雨水が透水性シートを通って貯水用構造材
の両側板の間の貯水用空間部に流入し、一旦貯溜され
る。そして、貯溜された雨水は徐々に透水性シートを通
って地下深くへ浸透、排水される。従って、このような
雨水貯溜装置を住宅開発地の各所に設けると、雨水を一
時的に各所の雨水貯溜装置で分散貯溜し、時間をずらせ
て地下深くへ浸透、排水できるので、前述した所謂都市
型洪水の発生を抑制するのに役立つ。In the rainwater storage device having such a configuration, rainwater infiltrating from the ground surface flows into the water storage space between the both side plates of the water storage structural material through the permeable sheet, and is temporarily stored. Then, the stored rainwater gradually penetrates deep underground through the permeable sheet and is drained. Therefore, when such a rainwater storage device is provided in various places in a residential development area, rainwater can be temporarily dispersed and stored in the rainwater storage devices in various places, and can be penetrated and drained deeper into the underground with a time lag. It helps to control the occurrence of type floods.
【0008】次に、請求項2の雨水貯溜装置は、相対向
する両側板を連結部により一体に連結して両側板の間の
空間部を貯水用空間部とした合成樹脂製の貯水用構造材
を地下に多数集積し、その周囲を遮水シートで囲繞して
埋設すると共に、雨水導入管を接続したことを特徴とす
るものである。そして、請求項3の雨水貯溜装置は、上
記請求項2の装置において、貯水用構造材の貯水用空間
部に貯溜された雨水を汲上げるポンプを設置したことを
特徴とするものである。A rainwater storage device according to a second aspect of the present invention comprises a synthetic resin water storage structural material in which opposing side plates are integrally connected by a connecting portion and a space between the two side plates is used as a water storage space. It is characterized in that a large number of them are accumulated underground, and the surrounding area is buried surrounded by a seepage control sheet, and a rainwater introduction pipe is connected. According to a third aspect of the present invention, there is provided the rainwater storage device according to the second aspect of the present invention, wherein a pump for pumping rainwater stored in the water storage space of the water storage structural member is provided.
【0009】請求項2の雨水貯溜装置では、雨水導入管
を通って例えば軒樋からの雨水が貯水用構造材の貯水用
空間部に貯溜される。この雨水は貯水用構造材の周囲の
遮水シートによって外部へ漏れださないように貯溜され
るので、例えば洗車用あるいは植物灌水用の水として利
用できる。その場合、請求項3の装置のようにポンプが
設置されていると、ポンプにより水の汲上げを容易に行
えるので便利である。In the rainwater storage device of the second aspect, rainwater from, for example, an eaves gutter is stored in the water storage space of the structural material for water storage through the rainwater introduction pipe. The rainwater is stored by a water-blocking sheet around the water-storage structural material so as not to leak outside, and thus can be used, for example, as water for car washing or plant irrigation. In this case, it is convenient if a pump is installed as in the device of claim 3, since water can be easily pumped by the pump.
【0010】また、請求項4に係る貯水用構造材は、上
述したように相対向する両側板を連結部により一体に連
結して、両側板の間の空間部を貯水用空間部としたこと
を特徴とする合成樹脂製の構造材である。The water storage structure according to a fourth aspect of the present invention is characterized in that the opposite side plates are integrally connected by the connecting portion as described above, and a space between the both side plates is used as a water storage space portion. It is a structural material made of synthetic resin.
【0011】そして、請求項5に係る貯水用構造材は、
上記請求項4の構造材において、連結部を上下に重なら
ないように位置をずらせて複数形成したことを特徴と
し、請求項6に係る貯水用構造材は、上記請求項4又は
5の構造材において 両側板に複数の縦方向のリブ部を
形成したことを特徴とし、請求項7に係る貯水用構造材
は、上記請求項6の構造材において、リブ部に補強用芯
棒を挿通したことを特徴とし、請求項8に係る貯水用構
造材は、上記請求項7の構造材において、補強用芯棒の
上下両端に連結具を嵌込む孔を形成したことを特徴と
し、請求項9に係る貯水用構造材は、上記請求項4〜8
のいずれかの構造材において、両側板の前端縁に接続用
の係合部を形成すると共に、後端縁に接続用の非係合部
を形成したことを特徴とするものである。[0011] The structural material for water storage according to claim 5 is:
In the structural material according to the fourth aspect, a plurality of connecting portions are formed so as to be displaced so as not to overlap vertically, and the structural material for water storage according to the sixth aspect is the structural material according to the fourth or fifth aspect. In the above structure, a plurality of vertical rib portions are formed on both side plates, and the structural material for water storage according to claim 7 is the structural material according to claim 6, wherein a reinforcing core rod is inserted through the rib portion. The water storage structural member according to claim 8 is characterized in that, in the structural member according to claim 7, holes are formed at the upper and lower ends of the reinforcing core bar so as to fit coupling tools. Such a water storage structure material is the above-mentioned claim 4 to 8.
In any one of the structural materials described above, an engaging portion for connection is formed at a front end edge of both side plates, and a non-engaging portion for connection is formed at a rear end edge.
【0012】請求項4の合成樹脂製の貯水用構造材は、
インジェクション成形などの成形手段で量産することが
でき、地下に長期間埋設しても腐朽、劣化することがな
く、両側板の間の貯水用空間部に雨水を貯溜することが
できる。特に請求項5の貯水用構造材のように連結部を
上下に重ならないように位置をずらせてあると、インジ
ェクション成形時の型抜きが容易となり、成形に要する
時間を短縮することができる。[0012] The water storage structure made of synthetic resin according to claim 4 is
It can be mass-produced by molding means such as injection molding, and can be stored in a water storage space between both side plates without decay or deterioration even when buried underground for a long time. In particular, when the connecting portions are shifted so as not to overlap with each other as in the case of the structural material for water storage according to the fifth aspect, the die can be easily removed at the time of injection molding, and the time required for molding can be reduced.
【0013】また、請求項6の貯水用構造材は、リブ部
によって上下方向の耐圧強度が向上し、特に請求項7の
貯水用構造材は、補強用芯棒によって耐圧強度が更に向
上するので、押し潰される心配が皆無に等しくなる。Further, in the water storage structure according to the sixth aspect, the pressure resistance in the vertical direction is improved by the rib portion. In particular, in the water storage structure according to the seventh aspect, the pressure resistance is further improved by the reinforcing core rod. There is no worry about being crushed.
【0014】また、請求項8の貯水用構造材は、上下に
積み重ねるときに、下側の構造材の補強用芯棒の上端の
孔と、上側の構造材の補強用芯棒の下端の孔に、連結具
を嵌込むことによって補強用芯棒同士を上下に連結する
ことができ、下側の構造材と上側の構造材を左右に位置
ズレしないように積み重ねることができる。Further, when the water storage structure material is stacked up and down, the hole at the upper end of the reinforcing core rod of the lower structural material and the hole at the lower end of the reinforcing core rod of the upper structural material are stacked. The reinforcing core rods can be connected to each other up and down by inserting a connecting tool into the upper and lower structural members, and the upper structural members can be stacked so as not to be displaced from side to side.
【0015】そして、請求項9の貯水用構造材は、後端
縁の非係合部に次の貯水用構造材の前端縁の係合部を係
合させることによって、簡単且つ確実に接続することが
できる。According to the ninth aspect of the present invention, the water storage structural member is connected simply and securely by engaging the front end edge of the next water storage structural member with the non-engagement portion of the rear end edge. be able to.
【0016】[0016]
【発明の実施の形態】以下、図面を参照して本発明の具
体的な実施形態を説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, specific embodiments of the present invention will be described with reference to the drawings.
【0017】図1は本発明の一実施形態に係る雨水貯溜
装置の概略説明図、図2は同装置の断面図、図3は同装
置に用いる本発明の貯水用構造材の一実施形態を示す斜
視図、図4は同構造材の接続状態(前後方向の接続状
態)を示す部分平面図、図5は図4のX−X線断面図、
図6は同構造材を左右に並べて上下に積み重ねた状態を
示す断面図、図7は連結具の斜視図である。FIG. 1 is a schematic explanatory view of a rainwater storage device according to an embodiment of the present invention, FIG. 2 is a cross-sectional view of the device, and FIG. 3 is an embodiment of a water storage structural material of the present invention used in the device. FIG. 4 is a partial plan view showing a connection state (connection state in the front-rear direction) of the same structural material, FIG. 5 is a sectional view taken along line XX of FIG.
FIG. 6 is a cross-sectional view showing a state in which the structural materials are arranged side by side and stacked vertically, and FIG. 7 is a perspective view of a connecting member.
【0018】図1に示す雨水貯溜装置Aは、丘陵地等に
造られた住宅地の道路沿いの歩道1の地下に設置されて
いるが、これ以外にも例えば広場や公園の地下など、い
ろんな場所に設置されるものである。The rainwater storage device A shown in FIG. 1 is installed under the sidewalk 1 along a road in a residential area built on a hill or the like. It is installed at the place.
【0019】図2に示すように、この実施形態の雨水貯
溜装置Aは、車道2と宅地3の間の歩道1を掘下げ、そ
の底に透水性を助長させるクラッシャラン層12と砂層
13を設けて、その上に板状体14を敷設している。そ
して、この板状体14の上に合成樹脂製の貯水用構造材
4を多数集積し、その周囲を透水性シート5で囲繞して
埋設すると共に、該構造材4の上にクラッシャラン層6
と砂層7を順次積層して、その上に透水性舗装材8を敷
き並べている。As shown in FIG. 2, the rainwater storage device A of this embodiment has a crusher orchid layer 12 and a sand layer 13 provided at the bottom of a sidewalk 1 between a roadway 2 and a residential land 3 for promoting water permeability. The plate-like body 14 is laid thereon. Then, a large number of synthetic resin-made water storage structural members 4 are accumulated on the plate-like body 14, and the surroundings are surrounded by a water-permeable sheet 5 and buried, and the crusher run layer 6 is placed on the structural member 4.
And a sand layer 7 are sequentially laminated, and a permeable pavement material 8 is laid thereon.
【0020】貯水用構造材4を囲繞する透水性シート5
は、クラッシャラン層6のクラッシャラン(砕石)や周
囲の土砂が貯水用構造材4の内部へ入らないようにする
ためのものであり、クラッシャランや土砂粒が通過しに
くい小さな網目を備えた剛性のあるプラスチックネット
や、丈夫で破れ難いプラスチック繊維の不織布などが好
適に使用される。The water-permeable sheet 5 surrounding the water storage structure 4
Is for preventing the crusher orchid (crushed stone) of the crusher orchid 6 and the surrounding earth and sand from entering the inside of the structural material for water storage 4, and has a rigid mesh with a small mesh through which the crusher orland and sediment particles are difficult to pass. A plastic net or a nonwoven fabric of a plastic fiber which is durable and hard to break is preferably used.
【0021】クラッシャラン層6,12は、平均粒径が
20〜40mm程度のクラッシャランを敷き詰めた厚さ
10〜30cm程度の層であって、上側のクラッシャラ
ン層6は、歩道1表面の透水性舗装材8を通って浸透し
てくる雨水の浸透性を助長させるものであり、下側のク
ラッシャラン層12は、貯水用構造材4に一旦貯溜され
た雨水の下方への浸透性を助長して地中深くまで浸透、
排水させやすくするものである。The crusher orchid layers 6 and 12 are layers of crusher orchid having an average particle size of about 20 to 40 mm and having a thickness of about 10 to 30 cm. The upper crusher orchid layer 6 is made of a permeable pavement material on the surface of the sidewalk 1. The crusher orchid layer 12 on the lower side promotes the permeability of rainwater once stored in the structural material 4 for water storage, and promotes the permeability of rainwater permeating through the ground. Deep penetration,
It makes it easier to drain.
【0022】また、砂層7,13は、洗砂、海砂、川砂
などを敷き詰めた層である。この砂層7,14は、クラ
ッシャラン層6,12の凹凸表面を覆い隠して、透水性
舗装材8や板状体14を平坦に敷き並べるためのもので
あるから、その厚さを3〜10cm程度とするのが適当
である。The sand layers 7 and 13 are layers of sand, sea sand, river sand and the like. Since the sand layers 7 and 14 cover the uneven surface of the crusher orchid layers 6 and 12 and lay the water-permeable pavement material 8 and the plate-like body 14 flat, the thickness thereof is about 3 to 10 cm. Is appropriate.
【0023】これら砂層7,13は、アクリル系、フェ
ノール系、エポキシ系等の樹脂バインダーを砂100重
量部に対して5〜15重量部の割合で配合することによ
り、砂を固結した層としてもよい。このように砂を固結
すると、浸透する雨水と共に砂粒が下方へ流失しなくな
るため、砂粒の流失によって舗装材8や板状体14や貯
水用構造材4が傾いたりガタツキを生じたりする心配が
なくなる。The sand layers 7 and 13 are formed by mixing a resin binder such as an acrylic resin, a phenol resin or an epoxy resin in a ratio of 5 to 15 parts by weight with respect to 100 parts by weight of the sand. Is also good. When the sand is condensed in this manner, the sand particles do not flow down together with the infiltrating rainwater, and there is a concern that the flowing of the sand particles may cause the pavement material 8, the plate-like body 14, and the water storage structure material 4 to tilt or rattle. Disappears.
【0024】板状体14は、貯水用構造材4を安定良く
支持させるために敷設されるものであり、例えばポリス
チレン、ポリエチレン等の合成樹脂発泡板や再生プラス
チック製の平板などが使用され、また格子状の板なども
使用される。The plate-like member 14 is laid to stably support the water storage structural member 4. For example, a synthetic resin foam plate such as polystyrene or polyethylene or a flat plate made of recycled plastic is used. A grid-like plate is also used.
【0025】砂層7の上に敷き並べる透水性舗装材8と
しては、小石やその他の無機質粒状物をセメントや各種
のバインダーで固結した透水性のブロック材などが使用
されが、その中でも歩道1の舗装に適合し、互いに組合
わせて体裁良く敷き並べることができるインターロッキ
ングブロックが好ましく使用される。As the water-permeable pavement material 8 to be laid on the sand layer 7, a water-permeable block material obtained by consolidating pebbles or other inorganic particles with cement or various binders is used. Interlocking blocks that are suitable for the pavement and that can be laid out in good shape in combination with each other are preferably used.
【0026】上記の雨水貯溜装置Aに用いる合成樹脂製
の貯水用構造材4は、図3に示すように、相対向する両
側板4a,4aを多数の連結部4bにより一体に連結し
て、両側板4a,4aの間の空間部を貯水用空間部4c
としたものである。特に、発泡インジェクション成形等
の手段で成形された発泡倍率が2倍程度の発泡ポリプロ
ピレン製の貯水用構造材は、軽量で運搬しやすく強度が
大きいので好適に使用される。その他、ポリエチレン、
ポリ塩化ビニル等の強度のある汎用性の熱可塑性樹脂
や、ガラス繊維等で補強された熱硬化性樹脂や、再生プ
ラスチックなども貯水用構造材4の材料樹脂として使用
できる。As shown in FIG. 3, the water storage structural member 4 made of synthetic resin used for the above-mentioned rain water storage device A is formed by integrally connecting opposite side plates 4a, 4a by a large number of connecting portions 4b. The space between the side plates 4a, 4a is defined as a water storage space 4c.
It is what it was. In particular, a foamed polypropylene water storage structure material having an expansion ratio of about 2 times formed by means such as foam injection molding is preferably used because it is lightweight, easily transported, and has high strength. Other, polyethylene,
A strong general-purpose thermoplastic resin such as polyvinyl chloride, a thermosetting resin reinforced with glass fiber or the like, a recycled plastic, or the like can also be used as a material resin of the water storage structural member 4.
【0027】それぞれの連結部4bは、上下に重ならな
いように前後方向に少しずつ位置をずらせて形成するこ
とが望ましく、このようにすると、インジェクション成
形時の型抜きが容易となり、成形に要する時間が短縮さ
れて効率良く量産することができる。It is desirable that the connecting portions 4b be formed so as to be slightly displaced in the front-rear direction so as not to be vertically overlapped. In this case, it is easy to remove the mold during the injection molding, and the time required for the molding is reduced. Is shortened, and mass production can be performed efficiently.
【0028】貯水用構造材4の大きさ(寸法)は特に制
限されないが、上記の発泡ポリプロピレン製の構造材の
場合は、側板4aの縦寸法を30〜50cm程度、横寸
法(前後寸法)を50〜100cm程度、板厚を0.8
〜2.5cm程度、連結部4bの長さ寸法(両側板の間
隔)を30〜50cm程度に設定することが望ましい。The size (dimensions) of the water storage structural material 4 is not particularly limited. In the case of the above-mentioned structural material made of expanded polypropylene, the side plate 4a has a vertical dimension of about 30 to 50 cm and a lateral dimension (front and rear dimensions). About 50-100cm, thickness 0.8
It is desirable to set the length of the connecting portion 4b (the distance between both side plates) to about 30 to 50 cm.
【0029】この貯水用構造材4は、図3〜図5に示す
ように、両側板4a,4aにそれぞれ複数の縦方向のリ
ブ部4eが形成され、該リブ部4eによって上下方向の
耐圧強度が高められている。そして、各リブ部4eに更
に補強用芯棒4dを挿通し、該芯棒4dによって耐圧強
度を一層向上させている。従って、この構造材4は、ク
ラッシャラン層6や砂層7や透水性舗装材8の荷重を受
けても押し潰される心配が皆無に等しいものである。As shown in FIGS. 3 to 5, the water storage structural member 4 has a plurality of vertical ribs 4e formed on both side plates 4a, 4a. Has been raised. Further, a reinforcing core rod 4d is further inserted into each rib portion 4e, and the pressure resistance is further improved by the core rod 4d. Therefore, the structural material 4 has almost no fear of being crushed even when receiving the load of the crusher orchid layer 6, the sand layer 7, and the permeable pavement material 8.
【0030】補強用芯棒4dとしては、強度の大きいコ
ンクリート製の芯棒や再生プラスチック製の芯棒などが
使用され、特に、上下両端に連結具9を嵌込む孔40d
を形成した芯棒が好適に使用される。このような孔40
dを芯棒4dの上下両端に形成してあると、図6に示す
ように貯水用構造材4を上下に積み重ねるときに、下側
の構造材4の補強用芯棒4dの上端の孔40dと、上側
の構造材4の補強用芯棒4dの下端の孔40dに、連結
具9を嵌込むことによって、補強用芯棒4d,4d同士
を上下に連結することができ、下側の構造材4と上側の
構造材4を左右に位置ズレしないように上下にまっすぐ
積み重ねることができる。As the reinforcing core rod 4d, a high-strength concrete core rod or a recycled plastic core rod or the like is used.
A core rod formed with is preferably used. Such a hole 40
If d is formed at both the upper and lower ends of the core rod 4d, as shown in FIG. 6, when the water storage structural members 4 are vertically stacked, the hole 40d at the upper end of the reinforcing core rod 4d of the lower structural member 4 is formed. By inserting the connector 9 into the hole 40d at the lower end of the reinforcing core rod 4d of the upper structural member 4, the reinforcing core rods 4d can be connected to each other up and down. The member 4 and the upper structural member 4 can be stacked vertically up and down so as not to be displaced from side to side.
【0031】連結具9としては、図7に示すように鍔部
9aの上下に凸軸部9b,9bを一体に設けて、該凸軸
部9b,9bを補強用芯棒4dの上記孔40dに嵌込む
ようにしたプラスチック製又は金属製の連結具が好適に
使用されるが、鍔部9aのない凸軸部のみの連結具など
も使用可能である。As shown in FIG. 7, as the connecting member 9, convex shafts 9b, 9b are integrally provided above and below a flange 9a, and the convex shafts 9b, 9b are connected to the holes 40d of the reinforcing core rod 4d. Although a plastic or metal connecting tool fitted into the connector is preferably used, a connecting tool having only the convex shaft portion without the flange portion 9a can be used.
【0032】また図3,図4に示すように、貯水用構造
材4の両側板4a,4aの前端縁と後端縁には、鉤形断
面形状を有する接続用の係合部4fと被係合部4gが形
成されている。従って、図4に示すように貯水用構造材
4,4を前後に並べて、前の構造材4の後端縁の被係合
部4gに後の構造材4の前端縁の係合部4fを係合させ
ると、簡単且つ確実に貯水用構造材4,4を前後に接続
することができる。As shown in FIGS. 3 and 4, the front and rear edges of both side plates 4a, 4a of the structural member 4 for water storage are covered with engaging portions 4f for connection having hook-shaped cross sections. An engagement portion 4g is formed. Therefore, as shown in FIG. 4, the water storage structural members 4 and 4 are arranged back and forth, and the engaging portion 4g of the front end edge of the rear structural member 4 is attached to the engaged portion 4g of the rear end edge of the front structural member 4. When engaged, the water storage structural members 4, 4 can be easily and reliably connected back and forth.
【0033】この実施形態の貯水用構造材4は、左右に
接続するための接続手段を設けていないが、例えば上記
と同様の鉤形断面形状を有する左右接続用の係合部と被
係合部を両側板4a,4aの外面から突設して、貯水用
構造材4を左右に簡単且つ確実に接続できるように構成
してもよい。Although the water storage structural member 4 of this embodiment is not provided with a connecting means for connecting left and right, for example, the left and right connecting engaging portion having the same hook-shaped cross-sectional shape as above is engaged with the engaged portion. The portions may be provided so as to protrude from the outer surfaces of both side plates 4a, 4a so that the water storage structural member 4 can be easily and reliably connected to the left and right.
【0034】また、貯水用構造材4を一層軽量化したい
場合や、両側板4a,4aに通水性を付与したい場合
は、両側板4a,4aにスリットや孔(不図示)を多数
形成すればよい。When it is desired to further reduce the weight of the water storage structural member 4 or to impart water permeability to both side plates 4a, 4a, a large number of slits and holes (not shown) may be formed in both side plates 4a, 4a. Good.
【0035】以上のような構成の雨水貯溜装置Aでは、
雨水が透水性舗装材8、砂層7、クラッシャラン層6、
透水性シート5をすみやかに浸透流下し、地下に多数集
積して埋設された貯水用構造材4の両側板4a,4aの
間の貯水用空間部4cに一旦貯溜される。そして、貯溜
された雨水は、透水性シート5、板状体14、砂層1
3、クラッシャラン層12を通過して徐々に地下深くへ
浸透する。In the rainwater storage device A having the above configuration,
Rainwater is permeable pavement material 8, sand layer 7, crusher orchid layer 6,
The water-permeable sheet 5 immediately permeates and flows down, and is temporarily stored in the water storage space 4c between the both side plates 4a, 4a of the water storage structural material 4 buried in a large number underground. Then, the stored rainwater is collected by the permeable sheet 5, the plate-like body 14, the sand layer 1 and the like.
3. It gradually penetrates deep underground through the crusher orchid layer 12.
【0036】従って、このような雨水貯溜装置Aを住宅
開発地の各所の地下に設置すると、雨水を一時的に各所
の雨水貯溜装置で分散貯溜し、時間をずらせて地下深く
へ浸透、排水できるので、所謂都市型洪水の発生を抑制
するのに充分役立つことになる。Therefore, when such a rainwater storage device A is installed underground at various places in a residential development area, rainwater can be temporarily dispersed and stored by the rainwater storage devices at various places, and can be permeated and drained deeper into the basement at different times. Therefore, it will be sufficiently useful to control the occurrence of so-called urban floods.
【0037】また、路面に降った雨が路側部に集まり、
地下に設けられた泥溜めを有する溜桝(不図示)に流れ
込み、その上澄雨水がフィルターを介して上記の雨水貯
溜装置Aに流れ込むようにしてもよい。このようにして
も、上記と同様、地下深くに雨水が浸透する。Also, the rain falling on the road surface gathers on the road side,
The rainwater may flow into a reservoir (not shown) having a mud reservoir provided underground, and the supernatant rainwater may flow into the rainwater storage device A via a filter. Even in this case, the rainwater permeates deep underground in the same manner as described above.
【0038】図8は本発明の他の実施形態に係る雨水貯
溜装置Bの概略断面図である。FIG. 8 is a schematic sectional view of a rainwater storage device B according to another embodiment of the present invention.
【0039】この雨水貯溜装置Bは、前述した合成樹脂
製の貯水用構造材4を多数集積し、その周囲を遮水シー
ト15で囲繞して宅地等の地下に埋設したものであり、
貯水用構造材4の下側には、該構造材4の設置安定性を
高めるための前述した板状体14が、その下側には前述
した砂層13が、更にその下側には前述したクラッシャ
ラン層12が設けられている。遮水シート15は、貯水
用構造材4の両側板の間の貯水用空間部に貯溜された雨
水を外部へ漏らさないように遮水するもので、厚手の丈
夫な合成樹脂シートやゴムシートなどが使用される。This rainwater storage device B is formed by accumulating a large number of the synthetic resin water storage structural members 4 described above, and surrounding the surroundings with a water-impervious sheet 15 and burying it underground in a residential area or the like.
On the lower side of the water storage structural member 4, the above-mentioned plate-like body 14 for improving the installation stability of the structural member 4 is provided, on the lower side thereof, the above-mentioned sand layer 13, and further below the above-mentioned sand layer 13. A crusher run layer 12 is provided. The water-blocking sheet 15 blocks water from leaking rainwater stored in the water-storage space between both side plates of the water-storage structural member 4 so as to prevent the rainwater from leaking out. A thick and strong synthetic resin sheet or rubber sheet is used. Is done.
【0040】この雨水貯溜装置Bの多数集積された貯水
用構造材4には、雨水導入管16が接続されている。こ
の雨水導水管16は、例えば家屋の屋根に降った雨水を
排水する堅樋17の途中のフィルター装置18から分岐
して設けられており、該フィルター装置18によってき
れいな雨水のみが雨水導入管16を通って貯水用構造材
4に導入され、降雨時の最初の汚い雨水は堅樋17を流
下して排水されるようになっている。A rainwater introduction pipe 16 is connected to the water storage structural member 4 in which many of the rainwater storage devices B are integrated. The rainwater conduit 16 is provided, for example, from a filter device 18 in the middle of a hard gutter 17 for draining rainwater that has fallen on the roof of a house. The water is introduced into the water storage structural member 4 and the first dirty rainwater during rainfall flows down the hard gutter 17 and is drained.
【0041】また、多数集積された貯水用構造材4には
縦パイプ19が挿入され、貯水用構造材4に貯溜された
雨水を該縦パイプ19を通じて汲上げるポンプ20が地
面に設置されている。このポンプ20は電動式のもので
もよいが、簡易な手動式のポンプ(手押しポンプ)の方
が便利である。A vertical pipe 19 is inserted into a large number of the water storage structural members 4, and a pump 20 for pumping rainwater stored in the water storage structural member 4 through the vertical pipes 19 is installed on the ground. . The pump 20 may be an electric pump, but a simple manual pump (hand pump) is more convenient.
【0042】このような構成の雨水貯溜装置Bでは、雨
水導入管16を通って堅樋17からの雨水が地下の貯水
用構造材4に導入され、該構造材4の貯水用空間部に貯
溜される。このように貯溜された雨水は、貯水用構造材
周囲の遮水シート15によって外部へ漏れだすことがな
いので、必要なときにポンプ20を作動させて汲上げれ
ば、洗車用あるいは植物灌水用の水として利用できる。In the rainwater storage device B having such a structure, the rainwater from the hard gutter 17 is introduced into the underground water storage structure 4 through the rainwater introduction pipe 16 and stored in the water storage space of the structure 4. Is done. The rainwater thus stored does not leak out to the outside by the water-blocking sheet 15 around the water-storage structural material. Therefore, if the pump 20 is operated and pumped up when necessary, it is used for car washing or plant irrigation. Available as water.
【0043】なお、この雨水貯溜装置Bも、家屋の屋根
に降った雨水を、貯水用構造材4の貯水用空間部が満杯
になるまで貯溜できるので、所謂都市型洪水の発生を抑
制するのに有効である。The rainwater storage device B can also store rainwater that has fallen on the roof of a house until the space for water storage of the structural material 4 for water storage is full, thereby suppressing the occurrence of so-called urban flooding. It is effective for
【0044】以上、具体的な実施形態を挙げて本発明を
説明したが、本発明においては、図1及び図2に示すよ
うな雨水浸透装置としての機能を有するものも、雨水が
浸透するまで一時的に貯溜されるので、雨水貯溜装置と
して表現することにした。The present invention has been described with reference to the specific embodiments. However, in the present invention, the apparatus having a function as a rainwater infiltration apparatus as shown in FIGS. Since it is temporarily stored, we decided to represent it as a rainwater storage device.
【0045】[0045]
【発明の効果】本発明の請求項1に係る雨水貯溜装置
は、地表から浸透してくる雨水を貯水用構造材の両側板
の間の貯水用空間部に一旦貯溜し、徐々に地下深くへ浸
透、排水させることができるため、このような雨水貯溜
装置を各所に設けると、大雨のときに雨水を一時的に各
所の雨水貯溜装置で分散貯溜して、所謂都市型洪水の発
生を抑制するのに役立たせることができる。The rainwater storage device according to claim 1 of the present invention stores rainwater infiltrating from the surface of the ground once in the water storage space between both side plates of the water storage structural material, and gradually penetrates deep underground. Since such a rainwater storage device can be provided at various locations, it is possible to temporarily store rainwater in the rainwater storage devices at various locations in the event of heavy rain, thereby suppressing the occurrence of so-called urban floods. Can be helpful.
【0046】また、本発明の請求項2に係る雨水貯溜装
置は、家屋の屋根等に降った雨水を雨水導入管を通じ
て、貯水用構造材の貯水用空間部が満杯になるまで貯溜
できるため、大雨のときに所謂都市型洪水の発生を抑制
するのに役立つことに加えて、遮水シートにより貯溜し
た雨水が外部に漏れだすことがないので、この雨水を例
えば洗車用あるいは植物灌水用の水として有効に利用す
ることができる。Further, the rainwater storage device according to the second aspect of the present invention can store rainwater falling on the roof of a house or the like through a rainwater introduction pipe until the water storage space of the water storage structural material becomes full. In addition to helping to suppress the occurrence of so-called urban floods during heavy rains, the rainwater collected by the impermeable sheet does not leak out, so this rainwater can be used, for example, for car washing or plant irrigation. Can be used effectively.
【0047】そして、これらの雨水貯溜装置に用いる本
発明の貯水用構造材は、軽量で持ち運びしやすい合成樹
脂製の構造材であるから施工性が良好であり、再生プラ
スチックを利用して省資源を図ることも可能であり、し
かも、強度が大きく長期に亘って腐朽しないものである
から、耐久性に優れた雨水貯溜装置を施工できるといっ
た効果を奏する。The water storage structural material of the present invention used in these rainwater storage devices is a lightweight and portable synthetic resin structural material, so that it has good workability, and uses recycled plastic to save resources. It is also possible to construct a rainwater storage device having excellent durability since it has high strength and does not rot for a long period of time.
【図1】本発明の一実施形態に係る雨水貯溜装置の概略
説明図である。FIG. 1 is a schematic explanatory view of a rainwater storage device according to an embodiment of the present invention.
【図2】同雨水貯溜装置の断面図である。FIG. 2 is a sectional view of the rainwater storage device.
【図3】本発明の貯水用構造材の一実施形態を示す斜視
図である。FIG. 3 is a perspective view showing one embodiment of a water storage structural material of the present invention.
【図4】同構造材の接続状態を示す部分平面図である。FIG. 4 is a partial plan view showing a connection state of the structural members.
【図5】図4のX−X線断面図である。FIG. 5 is a sectional view taken along line XX of FIG. 4;
【図6】同構造材を左右に並べて上下に積み重ねた状態
を示す断面図である。FIG. 6 is a cross-sectional view showing a state in which the structural materials are arranged side by side and stacked vertically.
【図7】同構造材を積み重ねるときに用いる連結具の斜
視図である。FIG. 7 is a perspective view of a connector used when stacking the structural materials.
【図8】本発明の他の実施形態に係る雨水貯溜装置の概
略断面図である。FIG. 8 is a schematic sectional view of a rainwater storage device according to another embodiment of the present invention.
4 貯水用構造材 4a 側板 4b 連結部 4c 貯水用空間部 4d 補強用芯棒 40d 孔 4e リブ部 4f 係合部 4g 被係合部 5 透水性シート 6,12 クラッシャラン層 7,13 砂層 8 透水性舗装材 14 板状体 15 遮水シート 16 雨水導入管 20 ポンプ Reference Signs List 4 water storage structural material 4a side plate 4b connecting part 4c water storing space 4d reinforcing core rod 40d hole 4e rib part 4f engaging part 4g engaged part 5 water permeable sheet 6,12 crusher runn layer 7,13 sand layer 8 water permeability Pavement material 14 Plate 15 Water-blocking sheet 16 Rainwater introduction pipe 20 Pump
Claims (9)
結して両側板の間の空間部を貯水用空間部とした合成樹
脂製の貯水用構造材を地下に多数集積し、その周囲を透
水性シートで囲繞して埋設したことを特徴とする雨水貯
溜装置。A large number of synthetic resin water storage structural materials are integrated underground with a space between the two side plates being integrally connected by a connecting portion and a space between the two side plates being used as a water storage space. A rainwater storage device, wherein the rainwater storage device is buried around a conductive sheet.
結して両側板の間の空間部を貯水用空間部とした合成樹
脂製の貯水用構造材を地下に多数集積し、その周囲を遮
水シートで囲繞して埋設すると共に、雨水導入管を接続
したことを特徴とする雨水貯溜装置。A large number of synthetic resin water storage structural materials are integrated underground with the space between the two side plates being integrally connected by a connecting portion and the space between the two side plates being used as a water storage space. A rainwater storage device, wherein the rainwater storage device is buried surrounded by a water sheet and connected to a rainwater introduction pipe.
雨水を汲上げるポンプを設置したことを特徴とする請求
項2に記載の雨水貯溜装置。3. The rainwater storage device according to claim 2, further comprising a pump for pumping rainwater stored in the water storage space of the water storage structural material.
結して、両側板の間の空間部を貯水用空間部としたこと
を特徴とする合成樹脂製の貯水用構造材。4. A synthetic resin water storage structural material, wherein opposing side plates are integrally connected by a connecting portion, and a space between the both plates is used as a water storage space.
らせて複数形成したことを特徴とする請求項4に記載の
貯水用構造材。5. The structural material for water storage according to claim 4, wherein a plurality of connecting portions are formed so as to be displaced so as not to overlap one another up and down.
ことを特徴とする請求項4又は請求項5に記載の貯水用
構造材。6. The structural material for water storage according to claim 4, wherein a plurality of vertical rib portions are formed on both side plates.
とする請求項6に記載の貯水用構造材。7. The structure according to claim 6, wherein a reinforcing core rod is inserted through the rib portion.
を形成したことを特徴とする請求項7に記載の貯水用構
造材。8. The water storage structural member according to claim 7, wherein holes are formed at upper and lower ends of the reinforcing core bar so as to be fitted with connecting members.
ると共に、後端縁に接続用の非係合部を形成したことを
特徴とする請求項4ないし請求項8のいずれかに記載の
貯水用構造材。9. The connecting plate according to claim 4, wherein a connecting engagement portion is formed at a front end edge of each of the side plates, and a connection non-engaging portion is formed at a rear end edge. The structural material for water storage according to Crab.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9249542A JPH1171789A (en) | 1997-08-29 | 1997-08-29 | Rainwater storage device and structural member therefor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9249542A JPH1171789A (en) | 1997-08-29 | 1997-08-29 | Rainwater storage device and structural member therefor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH1171789A true JPH1171789A (en) | 1999-03-16 |
Family
ID=17194547
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9249542A Pending JPH1171789A (en) | 1997-08-29 | 1997-08-29 | Rainwater storage device and structural member therefor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH1171789A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001090167A (en) * | 1999-09-27 | 2001-04-03 | Shinichiro Hayashi | Storage and infiltration construction for rainwater or the like |
| JP2002213012A (en) * | 2001-01-17 | 2002-07-31 | Shinichiro Hayashi | Water storage facility |
| JP2006225861A (en) * | 2005-02-15 | 2006-08-31 | Shinichiro Hayashi | Rainwater storage tank with permeable pavement at the top |
| JP2007023666A (en) * | 2005-07-20 | 2007-02-01 | Furukawa Electric Co Ltd:The | Rainwater storage facilities |
| WO2011129019A1 (en) * | 2010-04-16 | 2011-10-20 | 株式会社 トーテツ | Storage unit, storage tank using same, and storage osmotic tank |
| WO2012059993A1 (en) * | 2010-11-04 | 2012-05-10 | エバタ株式会社 | Underground structure |
| JP2013079524A (en) * | 2011-10-04 | 2013-05-02 | Chichibu Chemical Kk | Enclosure used for underground water tank unit and underground water tank unit |
| JP2014234643A (en) * | 2013-06-03 | 2014-12-15 | アロン化成株式会社 | Rainwater storage infiltration system |
| JP2022011215A (en) * | 2020-06-30 | 2022-01-17 | 株式会社竹中工務店 | Storage system |
-
1997
- 1997-08-29 JP JP9249542A patent/JPH1171789A/en active Pending
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001090167A (en) * | 1999-09-27 | 2001-04-03 | Shinichiro Hayashi | Storage and infiltration construction for rainwater or the like |
| JP2002213012A (en) * | 2001-01-17 | 2002-07-31 | Shinichiro Hayashi | Water storage facility |
| JP2006225861A (en) * | 2005-02-15 | 2006-08-31 | Shinichiro Hayashi | Rainwater storage tank with permeable pavement at the top |
| JP2007023666A (en) * | 2005-07-20 | 2007-02-01 | Furukawa Electric Co Ltd:The | Rainwater storage facilities |
| WO2011129019A1 (en) * | 2010-04-16 | 2011-10-20 | 株式会社 トーテツ | Storage unit, storage tank using same, and storage osmotic tank |
| WO2012059993A1 (en) * | 2010-11-04 | 2012-05-10 | エバタ株式会社 | Underground structure |
| JP2013079524A (en) * | 2011-10-04 | 2013-05-02 | Chichibu Chemical Kk | Enclosure used for underground water tank unit and underground water tank unit |
| JP2014234643A (en) * | 2013-06-03 | 2014-12-15 | アロン化成株式会社 | Rainwater storage infiltration system |
| JP2022011215A (en) * | 2020-06-30 | 2022-01-17 | 株式会社竹中工務店 | Storage system |
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