JPH02292421A - Recovery utilization facility of storm water and the like - Google Patents
Recovery utilization facility of storm water and the likeInfo
- Publication number
- JPH02292421A JPH02292421A JP1112950A JP11295089A JPH02292421A JP H02292421 A JPH02292421 A JP H02292421A JP 1112950 A JP1112950 A JP 1112950A JP 11295089 A JP11295089 A JP 11295089A JP H02292421 A JPH02292421 A JP H02292421A
- Authority
- JP
- Japan
- Prior art keywords
- water
- rainwater
- ceramic base
- ceramic
- collecting
- 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 title claims abstract description 178
- 238000011084 recovery Methods 0.000 title 1
- 239000000919 ceramic Substances 0.000 claims abstract description 125
- 239000000463 material Substances 0.000 claims abstract description 55
- 238000003860 storage Methods 0.000 claims abstract description 30
- 230000035699 permeability Effects 0.000 claims description 27
- 239000000126 substance Substances 0.000 claims description 19
- 238000001914 filtration Methods 0.000 claims description 10
- 230000000149 penetrating effect Effects 0.000 claims description 8
- PNEYBMLMFCGWSK-UHFFFAOYSA-N aluminium oxide Inorganic materials [O-2].[O-2].[O-2].[Al+3].[Al+3] PNEYBMLMFCGWSK-UHFFFAOYSA-N 0.000 claims description 4
- 229910052878 cordierite Inorganic materials 0.000 claims description 4
- JSKIRARMQDRGJZ-UHFFFAOYSA-N dimagnesium dioxido-bis[(1-oxido-3-oxo-2,4,6,8,9-pentaoxa-1,3-disila-5,7-dialuminabicyclo[3.3.1]nonan-7-yl)oxy]silane Chemical compound [Mg++].[Mg++].[O-][Si]([O-])(O[Al]1O[Al]2O[Si](=O)O[Si]([O-])(O1)O2)O[Al]1O[Al]2O[Si](=O)O[Si]([O-])(O1)O2 JSKIRARMQDRGJZ-UHFFFAOYSA-N 0.000 claims description 4
- 230000002093 peripheral effect Effects 0.000 claims description 4
- 238000001556 precipitation Methods 0.000 abstract description 3
- 239000000047 product Substances 0.000 description 26
- 238000004519 manufacturing process Methods 0.000 description 25
- 239000002994 raw material Substances 0.000 description 20
- 239000010410 layer Substances 0.000 description 17
- 239000000758 substrate Substances 0.000 description 13
- 239000000203 mixture Substances 0.000 description 12
- 230000000694 effects Effects 0.000 description 10
- 238000000465 moulding Methods 0.000 description 10
- 238000009472 formulation Methods 0.000 description 6
- 230000002265 prevention Effects 0.000 description 6
- 239000002344 surface layer Substances 0.000 description 6
- 235000013339 cereals Nutrition 0.000 description 5
- 239000011362 coarse particle Substances 0.000 description 5
- 239000002245 particle Substances 0.000 description 5
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 4
- 239000004927 clay Substances 0.000 description 4
- 238000011049 filling Methods 0.000 description 4
- 239000007788 liquid Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000004575 stone Substances 0.000 description 4
- 239000002956 ash Substances 0.000 description 3
- 229910010293 ceramic material Inorganic materials 0.000 description 3
- 239000010433 feldspar Substances 0.000 description 3
- 239000010419 fine particle Substances 0.000 description 3
- 238000010304 firing Methods 0.000 description 3
- 239000011159 matrix material Substances 0.000 description 3
- 239000000843 powder Substances 0.000 description 3
- 239000013049 sediment Substances 0.000 description 3
- 239000002893 slag Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000007787 solid Substances 0.000 description 3
- 241000195493 Cryptophyta Species 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000005553 drilling Methods 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 238000010438 heat treatment Methods 0.000 description 2
- 244000005700 microbiome Species 0.000 description 2
- 238000002156 mixing Methods 0.000 description 2
- 239000000049 pigment Substances 0.000 description 2
- -1 polyethylene Polymers 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 239000010456 wollastonite Substances 0.000 description 2
- 229910052882 wollastonite Inorganic materials 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 1
- 241001465754 Metazoa Species 0.000 description 1
- WJBLNOPPDWQMCH-MBPVOVBZSA-N Nalmefene Chemical compound N1([C@@H]2CC3=CC=C(C=4O[C@@H]5[C@](C3=4)([C@]2(CCC5=C)O)CC1)O)CC1CC1 WJBLNOPPDWQMCH-MBPVOVBZSA-N 0.000 description 1
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- 239000004743 Polypropylene Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 229920000122 acrylonitrile butadiene styrene Polymers 0.000 description 1
- 239000004676 acrylonitrile butadiene styrene Substances 0.000 description 1
- 238000013459 approach Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005524 ceramic coating Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- KZHJGOXRZJKJNY-UHFFFAOYSA-N dioxosilane;oxo(oxoalumanyloxy)alumane Chemical compound O=[Si]=O.O=[Si]=O.O=[Al]O[Al]=O.O=[Al]O[Al]=O.O=[Al]O[Al]=O KZHJGOXRZJKJNY-UHFFFAOYSA-N 0.000 description 1
- 238000001035 drying Methods 0.000 description 1
- 230000003028 elevating effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000005562 fading Methods 0.000 description 1
- 238000009313 farming Methods 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 239000010800 human waste Substances 0.000 description 1
- 239000010903 husk Substances 0.000 description 1
- 238000007603 infrared drying Methods 0.000 description 1
- 239000000314 lubricant Substances 0.000 description 1
- 239000000155 melt Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229910052863 mullite Inorganic materials 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 235000019353 potassium silicate Nutrition 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 239000000454 talc Substances 0.000 description 1
- 229910052623 talc Inorganic materials 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000007666 vacuum forming Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Abstract
Description
【発明の詳細な説明】
A.産業上の利用分野
本発明は雨水等の回収利用設備に関する.B.従来の技
術
(B1)透水性コンクリート、透水性アスファルト、砂
粒を樹脂で固めたもの等の透水性舗装が実用化されてい
るが、従来の透水性舗装は、砂利、砂、アスファルト等
の路盤上に敷設されているので、透過した水は地下に滲
透していた.(B2) 従来の雨水収集設備では、地表
や屋根に降った水を集水溝や貯水槽等に集めていた。[Detailed Description of the Invention] A. INDUSTRIAL APPLICATION FIELD The present invention relates to equipment for collecting and utilizing rainwater, etc. B. Conventional technology (B1) Permeable pavements such as permeable concrete, permeable asphalt, and sand grains hardened with resin have been put into practical use. The water that permeated through the pipes seeped underground. (B2) Conventional rainwater collection equipment collects water that falls on the ground or roofs into water collection ditches, water tanks, etc.
(B3) 栽培農業では、一般に農道(農作業用通路)
と農業用水路(溝または管路)が必要である.
C.発明が解決しようとする課題
(CI) 前記Bl項では、家庭用水、農業用水、防
火用水等として81F極的に利用することはできなかっ
た.
(C2) 前記82項ではごみ、土砂等を含み、清浄な
水を得たい場合は、別に枦過、除しん、沈澄池等の設備
が必要であり、これらにより収集したごみ、土砂等は処
理するか或は発生場所に戻す必要があった.また、地表
の場合は降水時および降水直後は水溜まりや滑りによる
歩行困難を生じやすかった.また降水場所とは別個の集
水設備用地を必要とした.
《C3》 前記83項では、農道と水路との各々の用地
が必要であり、それだけ広い用地が必要であった.
(C4》 重要建築物は防火上周囲の全面に防火用水槽
を設けることが理想であるが、従来は通行の便および美
観上特定のかくれた場所以外には防火用水槽を設けるこ
とは困難であった.《C5》 従来の雨水収集設備では
収集した雨水を数日間貯留すると水中に微生物や藻等が
発生し、それらが取水ポンプや取水管を閉塞させる原因
となり、また収集した水を清澄な水として使用すること
は困難であった.
(C6) 雨水は降水時および降水直後は農地等の植栽
に有効であるが、降雨後数日以降も引き続き雨水により
農地等植栽地域の土壌を自動的に適度の湿潤状態に保持
することは困難であった.D.課題を解決するための手
段
前記課題を解決するため、本発明の構成は次の通りであ
る.
第1構成は、地中に埋設される集水溝材と、その上面に
載置された高透水性セラミック舗装板と、地中に埋設さ
れて前記集水溝材の少なくとも一端に接続された貯水槽
とを含むことである.第2III成は、地中に埋設され
、側壁に溢水口を持つ貯水槽と、その上面に載置された
高透水性セラミック舗装板とを含むことである.
第3構成は,前記高透水性セラミック舗装板の下面付近
、あるいは前記集水溝材または貯水槽の内面付近にアル
ミナ、コージライト等の0〜50℃の温度で遠赤外線を
放射する遠赤外線セラミック層が配置されたことである
.
第4構成は、農地等の植栽地域内に埋設され、一部また
は全部が透水能力を持つ多孔質セラミック体からなる集
水溝材と、その上面に載置された高透水性セラミック舗
装板と、地中に埋設されて前記集水溝材の少なくとも一
端に接続された貯水槽とを含むことである.
第5構成は、農地等の植栽地域内に埋設される集水溝材
と、その上面に載置された高透水性セラミック舗装板と
、地中に埋設されて前記集水溝材の少なくとも一端に接
続された貯水槽と、前記集水溝材の側壁下部に連通接続
され、先端が閉鎖され、透水能力を持つ多孔質セラミッ
ク管体とを含むことである.
第6構成は、農地等の植栽地域内に埋設される貯水槽と
、その上面に載置された高透水性セラミック舗装板と、
前記貯水槽の側壁下部に連通接続され、先端が閉鎖され
、透水能力を持つ多孔質セラミック管体とを含むことで
ある.
第7構成は第1ないし第6構成のいずれか1構成に加え
、前記高透水性セラミック舖装板は、上層に設けられた
多孔質セラミック素地と、下層に設けられた緻密質セラ
ミック素地とを含み、該緻密質セラミック素地を上下に
貫通して前記多孔質セラミック素地の下端、内部または
上面に達する複数の排水孔が設けられてなることである
.第8構成は第1ないし第6構成のいずれか1構成に加
え、前記高透水性セラミック舗装板は、上層に設けられ
た緻密質セラミック素地と、下層に設けられた多孔質セ
ラミック素地とを含み、これら両素地を上下に貫通して
複数の排水孔が設けられてなることである.
第9構成は第1ないし第6楕成のいずれかlm成に加え
、前記高透水性セラミック舗装板は、上層に設けられた
多孔質セラミック第1素地と、下層に設けられた緻密質
セラミック素地と、該緻密質セラミック素地を上下に貫
通して前記第1素地に連続した多孔質セラミック第2素
地と含むことである.
第lO構成は第1ないし第6構成のいずれか1構成に加
え、前記高透水性セラミック舗装板は、平板多孔質セラ
ミック素地と、その周側面に設けられた緻密質セラミッ
ク第1素地とを含むことである.
第11構成は第10構成に加え、前記高透水性セラミッ
ク舗装板は、前記多孔質セラミック素地を上下に貫通し
て設けられた緻密質セラミック第2素地とを含むことで
ある.
第12構成は第1ないし第11構成のいずれか1構成に
加え、立て桶の下端に臨んで設けられて、雨水等の混入
異物をろ別するろ過箱と、該ろ過箱を内部に収容して雨
水等を一時的に滞留させる中継箱と、該中継箱の壁に連
通されて、前記集水溝材または前記貯水槽に導入された
中継管とを含むことである.
第13構成は第1ないし第11構成のいずれか1構成に
加え、立て桶の下部内側に設けられて、雨水等の混入異
物をろ別するろ過体と、該ろ過体を上端に固定して雨水
等を受ける上広錐筒体と、該錐筒体の下端に接続され、
屈曲して前記立て桶の壁を貫通し、前記集水溝材または
前記貯水槽に導入された中継管とを含むことである.こ
こで、前記高透水性セラミック舗装板において、直径0
.1m m以下の無機質粉末を60重量%以上有する原
料より製造する緻密質セラミック素地はJIS歩道用コ
ンクリート平板より薄肉でも耐破壊強度が大きいので、
これに破壊荷重の大部分を負担させ、直径2mm〜7m
mの無機質粗粒を50重量%以上含有する原料より製造
した多孔質セラミック素地で長期間安定した透水性を得
、この2素地を一体成形することによりJIS歩道用コ
ンクリート平板より薄肉軽量で、かつ、長期間安定した
透水性を有する舗装板を得ることができる.
本発明は上記のごとく、集水滑材または貯水槽の上面に
高透水性の舗装板を設置して、雨水、雪解け水等を降水
個所で、ごみ.土砂等をろ別し、集水溝材または貯水槽
に回収し、家庭用水や農業用水等に利用するための設備
に関する.高透水性セラミック舗装板としては、例えば
、本出願人の1人が開発した特願昭63−262406
号(詳細は実施例の項を参照)に示すごとき、表面が多
孔質や緻密質で美麗であり、歩行や車の通行に耐える高
強度のもので、かつ通常の透水性舗装材料の透水量(1
0−2cm/秒》の数倍以上の透水能力を有する舗装板
を使用する.このような高強度で高透水性の舗装板の下
面にコンクリート,鉄.アスファルト,石材などの不透
水材料の集水溝材または貯水槽を設けることにより、舗
装板上に流入した雨、雪解け水などの降水,或は散水,
洗車水等のほぼ全量を固形物や土砂を含まない状態で溝
材または貯水槽に受け入れることができる.
受け入れた水は用途に応じ溝材または貯水槽の適当な場
所に設けた取水管により採取利用する。(B3) In cultivation agriculture, farm roads (farming paths) are generally used.
and agricultural waterways (ditches or pipes) are required. C. Problem to be Solved by the Invention (CI) In the Bl section above, 81F could not be used for household water, agricultural water, fire prevention water, etc. (C2) Paragraph 82 includes garbage, sediment, etc., and if you want to obtain clean water, separate facilities such as filtering, de-sinking, and settling ponds are required, and the garbage, sediment, etc. collected by these must be disposed of. It was necessary to either remove it or return it to the place where it occurred. In addition, on the ground surface, during and immediately after rainfall, walking was likely to be difficult due to puddles and slipping. In addition, a separate site for water collection facilities was required from the rainfall area. <C3> In the above item 83, land was required for each of the farm roads and waterways, and a correspondingly larger land was required. (C4) For fire prevention reasons, it is ideal to install fire prevention water tanks all around important buildings, but in the past, it has been difficult to install fire prevention water tanks in areas other than specific hidden areas for reasons of easy access and aesthetics. [C5] With conventional rainwater collection equipment, if the collected rainwater is stored for several days, microorganisms and algae will grow in the water, which will cause the water intake pump and intake pipes to become clogged, and the collected water will not be purified. It was difficult to use it as water. (C6) Rainwater is effective for planting crops in farmlands, etc. during and immediately after rainfall, but it continues to damage the soil in planting areas, such as farmlands, even after several days after rainfall. It has been difficult to automatically maintain an appropriate moist state. D. Means for Solving the Problems In order to solve the above problems, the present invention has the following configuration. A water collecting groove material buried therein, a highly permeable ceramic pavement plate placed on the upper surface thereof, and a water storage tank buried underground and connected to at least one end of the water collecting groove material. The second III configuration includes a water tank buried underground and having an overflow port on the side wall, and a highly permeable ceramic pavement plate placed on the top surface of the tank. A far-infrared ceramic layer made of alumina, cordierite, etc. that emits far-infrared rays at a temperature of 0 to 50°C is arranged near the bottom surface of the highly permeable ceramic pavement board or near the inner surface of the water collection groove material or water storage tank. The fourth configuration is a water collection trench material that is buried in a planted area such as farmland and is partially or entirely made of a porous ceramic body that has water permeability, and a highly water permeable material that is placed on the top surface of the water collection trench material. The fifth configuration includes a ceramic pavement board and a water tank buried underground and connected to at least one end of the water collection groove material. a groove material, a highly permeable ceramic pavement board placed on the upper surface thereof, a water tank buried underground and connected to at least one end of the water collection trench material, and a lower side wall of the water collection trench material. The sixth configuration includes a porous ceramic pipe body that is connected in communication, has a closed end, and has water permeability.The sixth configuration is a water storage tank that is buried in a planted area such as farmland, and a water storage tank that is placed on the top surface of the water tank. Highly permeable ceramic paving board and
and a porous ceramic tube body that is connected to the lower side wall of the water tank, has a closed end, and has water permeability. In a seventh configuration, in addition to any one of the first to sixth configurations, the highly water permeable ceramic coating plate includes a porous ceramic base provided as an upper layer and a dense ceramic base provided as a lower layer. and a plurality of drainage holes are provided that vertically penetrate the dense ceramic base and reach the lower end, interior, or upper surface of the porous ceramic base. In an eighth configuration, in addition to any one of the first to sixth configurations, the highly water permeable ceramic pavement board includes a dense ceramic base provided as an upper layer and a porous ceramic base provided as a lower layer. , multiple drainage holes are provided vertically penetrating both of these substrates. In addition to the ninth configuration having any one of the first to sixth oval configurations, the highly water permeable ceramic pavement board includes a first porous ceramic base provided as an upper layer and a dense ceramic base provided as a lower layer. and a second porous ceramic base that vertically penetrates the dense ceramic base and is continuous with the first base. In addition to any one of the first to sixth configurations, the 1O configuration includes a flat porous ceramic base and a first dense ceramic base provided on the peripheral side thereof. That's true. An eleventh configuration is that, in addition to the tenth configuration, the highly water-permeable ceramic pavement board includes a second dense ceramic base provided vertically penetrating the porous ceramic base. In addition to any one of the first to eleventh configurations, the twelfth configuration includes a filtration box that is provided facing the bottom end of the bucket and filters out foreign substances such as rainwater, and the filtration box is housed inside. A relay box for temporarily retaining rainwater, etc., and a relay pipe connected to the wall of the relay box and introduced into the water collection groove material or the water storage tank. The 13th configuration includes, in addition to any one of the 1st to 11th configurations, a filtration body that is provided inside the lower part of the bucket to filter out foreign substances such as rainwater, and a filtration body that is fixed to the upper end. connected to an upper wide conical cylinder that receives rainwater, etc., and a lower end of the conical cylinder,
and a relay pipe that is bent and penetrates the wall of the stand and is introduced into the water collection groove material or the water storage tank. Here, in the highly water permeable ceramic pavement board, the diameter is 0.
.. Dense ceramic substrates manufactured from raw materials containing 60% by weight or more of inorganic powder of 1 mm or less have greater fracture resistance even though they are thinner than JIS sidewalk concrete slabs.
Most of the breaking load is borne by this, and the diameter is 2 mm to 7 m.
A porous ceramic base made from a raw material containing 50% by weight or more of inorganic coarse particles of 50% by weight has stable water permeability over a long period of time, and by integrally molding these two bases, it is thinner and lighter than JIS sidewalk concrete slabs, and , it is possible to obtain a pavement board with stable water permeability over a long period of time. As described above, the present invention installs a highly permeable paving board on the top surface of a water collection lubricant or a water storage tank, and collects rainwater, melted snow, etc. at the place where it falls and collects garbage. Relating to equipment for filtering soil, etc., collecting it in water catchment ditches or water storage tanks, and using it for household water, agricultural water, etc. As a highly water permeable ceramic pavement board, for example, one of the applicants of the present invention developed the patent application No. 63-262406
The surface is porous, dense and beautiful, has high strength to withstand walking and vehicular traffic, and has a water permeability of ordinary water permeable pavement materials, as shown in No. 1 (see the Examples section for details). (1
Use paving boards that have a water permeability several times higher than 0-2 cm/sec. The underside of these high-strength, highly permeable pavement plates is made of concrete and steel. By installing water catchment grooves or water storage tanks made of impermeable materials such as asphalt and stone, rain, melted snow, and other precipitation that flows onto the paving slabs, or sprinkled water, can be removed.
Almost the entire amount of car wash water, etc. can be received in the gutter or water tank without solids or sediment. The received water is collected and used through intake pipes installed in ditches or at appropriate locations in the water tank, depending on the purpose.
また溝材または貯水槽には過剰受入水を防止するために
1カ所以上に透水性舗装板の下面より低い高さの堰を設
け、下水溝,下水管,雨水溝などに接続することにより
、透水性舗装板の上面への溢流を防止する.
このような高透水性舗装板と溝材または貯水槽とを組み
合わせた雨水回収設備を、事業用ビルの回りまたは一般
家屋の門から玄関までのアプローチ、ベランダ、庭園通
路等に設けることにより、設備の上面は、降水時および
降水後でも通行が容易で、かつ、美麗な通路等として利
用することができる.
さらに屋根や高速道路からの雨水を軒樋および立て樋を
経てこのような雨水回収設備に導くことにより、大量の
降水を回収することもできる.収集された水は土砂,ご
み等の固形物を含まないので、そのまま必要に応じポン
プで汲み上げて、水洗便所,洗濯,洗車,通路建物等の
洗浄,散水,動植物への給水等の雑用水として使用する
ことができる.使用に際しては溝材または貯水槽の適当
な場所に液面計を設置し、ポンプのスイッチおよび三方
給水栓を連動させる.そして、溝材または貯水槽に所定
の液面高さ以上に収薬水が存在する問は収薬水をポンプ
で汲み上げ利用し、液面が所定高さに低下した際に液面
計からの信号によりポンプのスイッチを停止し、給水栓
を自動的に上水道側に切り換えることにより用水側に支
障なく収集した水を利用することができる.
また、国宝などの重要建築物や防火用水の入手が困難な
建物の周囲全面または広い部分にわたって本発明の装置
が設置される.舗装板は普段は美麗な通路ないし敷石類
似面として建築物の景観や通行に寄与し、緊急の際は、
舗装板の1枚をそれに設けた穴などにより手で容易に取
り外し、消防ホースを突っ込んで取水することができる
ので、建築物の周囲のどの部分からも消火用水を得るこ
とができる.
本発明の設備は畑地や樹木栽培地にも設置して利用する
ことができる.例えば本発明の設備を農道.農業用水路
,畦道,畑地内の作業路等に設置することにより、農業
用水路兼用の作業路として土地の有効利用が計れる.本
発明の設備に農業用水の給水管を給水栓を介して接続し
、本発明の設備内に液面計を設けて給水栓と連動させる
ことにより、設備内に常時所定量の水を貯水できる.従
って、散水ホース付のハンドポンプまたは手押し車に乗
せたポンプを本設備の舗装板上を移動させ、給水が必要
な個所に近い舗装板を1枚取り外して、ポンプの取水口
を溝材または貯水槽内に突っ込むことにより、この設備
を設置したいずれの場所からも必要に応じ取水すること
ができる.E.作用
雨水等は舗装板を通過して集水溝材に集められ、そこか
ら貯水槽に貯留される.
また、雨水等は舗装板を通して直接に貯水槽に至る.そ
して、貯水面が規定高さより上がれば溢水口から排水さ
れる.
農地等で埋設された透水能力を持つ集水溝材や貯水槽に
集められた雨水等は、徐々に溝材の壁または透水能力を
持つ管体を通って地中に浸透する.第1表の配合Pに例
示したように、多孔質セラミック素地として、直径2m
m〜7mmの無機質原料粗粒(配合例Pでは粒度3mm
〜5mmのセルベン)を50重量%以上含有する素材を
使用し、これに少量の熱融着作用を有する材料(配合例
Pでは畑長石》を配合したものを板状に成形し、適当な
温度で焼成すれば、粗粒の粒界に多数の貫通した孔が生
じるため、板の全面にわたってほぼ均一な透水性が得ら
れる.原料粗粒の粒径を大きくすると透水性が向上する
が、製品板表面の平滑性が減少し、かつ、緻密性セラミ
ック素地と積層する場合の、多孔質セラミック素地とし
ての必要厚さが増大する.透水性舗装板としての用途上
、多孔質セラミック素地用の粗粒の粒径は2mm〜7m
mが適当である.また原料素材中の粗粒が50重量%以
下の場合には十分な透水性が得難い.2種類以上の粗粒
を使用した場合は、成形時に粗粒が自然に形成する表面
に美麗な模様を有する板を得ることができる.
この多孔質セラミック素地を表層に用い、下層に緻密質
セラミック素地を使用することにより、全体の厚さがJ
ISコンクリート平板より薄く、かつ、軽量で、JIS
コンクリート平板を超える破壊強度を得ることができる
.緻密質の原料組成としては、第1表配合Bに例示した
ように、直径0.1mm以下の無機質粉末(配合Bの場
合は、水砕スラグ、三国陶石および本山本節粘土》を6
0重量%以上含有させる必要があり、主成分の粒径が0
.1mmより大きかったり、60重量%より少ない場合
には十分な破壊強度が得られない.F6実施例
以下、本発明の実施態様を図面に示す一実施例に基づき
説明する.
第K1図において、地中に埋設される集水溝材31の上
面に高透水性セラミック舗装板Mが載置される.地中に
埋設された貯水槽(図示省略)が集水溝材の一端に接続
され、他端は壁で閉鎖されている.第1a.lb図は舗
装板Mの第1実施例を示し、上層に設けられた多孔質セ
ラミック素地1と、下層に設けられた緻密質セラミック
素地2とからなり、該緻密質セラミック素地を貫通して
前記多孔質セラミック素地の内部に達する多数の排水孔
Hが設けられている.
この舗装板の製造方法(第1製法)は次の通りである.
第 1 表
第1表(P欄、B欄は各々多孔質セラミック素地1およ
び緻密質セラミック素地2の原料を示す)に示されるよ
うな配合によって、素地1に対応した第1混合物質と素
地2に対応した第2混合物質を作る.
即ち、第1工程として、無機質原料からなる粗粒と、無
機質の熱融着性細粒と、常温粘着性物質とを混合する.
次に第2工程として、無機質原料からなる細粒と、無機
質の熱融着性細粒と、常温粘着性物質とを混合する.
ここで、前記熱融着性細粒は、第1表のごとく、陶石、
長石、水砕スラグに相当し、常温粘着性物質は粘土およ
び水ガラスに相当する.その他の無機質原料粗粒はセル
ベン(衛生陶器の粉砕くず)に相当する.そして、これ
らの混合物質は粉体または団粒またはこれらの混合状態
である.次に、第3工程でプレス成形金型下型A2上に
多数の突起C1を持つ型板C(第3図)を突起を上にし
て配置する.
第4工程で、前記第2混合物質を側型A3内で型板C上
に約40mm厚さに充填する.第5工程で、前記第2混
合物質の上に第1混合物質を約15mm厚さに充填する
.
第6工程で、プレス成形機の上金型A1で、成形圧力2
5 0 k g / c m ”のちとに加圧成形す
る.第7工程で、前記成形品を脱型し、型板Cを除去し
、300LX300BX30mmTの成形品を得た.
第7a工程で、この成形品を150℃で加熱乾燥する.
第8工程で前記成形品を1.100℃のもとて1時間焼
成する.
前記第1実施例製品の他の製法(第2製法)として、型
板Cをその突起を下にして上型A1に取り付け、混合物
質の充填順序を逆にする.第2図は舗装板Mの製品第2
実施例を示す.第1実施例に対し素地1.2を上下逆に
配置し、少なくとも上層の緻密質素地2を貫通した多数
の排水孔Hを設けたものである.これの製法は前記第1
または第2製法に準ずる.この第2実施例は振動数10
00〜5000Vpm、無振動時の圧力2.5Tの振動
加圧プレス成形によるものである.第4a.4b図は舗
装板Mの製品第3実施例を示す.即ち、前記第1実施例
と同様の多孔質セラミックからなる第1素地11と緻密
質セラミック素地2との他に、この緻密質セラミック素
地2を複個所で上下に貫通して第1素地11に連続した
多孔質セラミック第2素地12からなる.そして、これ
の製造方法(第3製法)は、前記第3工程の代わりに、
第3工程として、第5図のごとく、金型下型A2の貫通
片A4上に直円柱体邪魔部材D1をその軸線を鉛直にし
て、側型A3の側壁から問隙を存して複数個(図示5個
)を、互いに均等間隔を存して配置する.
第4工程として、金型側型A3と柱体D1との間にこの
柱体の高さ(40mm)まで第2混合物を充填する.
第5工程として、昇降支持部材Eおよびピストンシリン
ダ機楕Fを介して、柱体D1を、その上面が下型A2の
上面と面一となるまで、下方へ抜き取る.
第6工程として、前記第2混合物を覆って、かつ、邪魔
部材のあった空間内に第1混合物質を金型底から55m
m高さまで充填する.
第7工程で、圧力2 5 0 1g/ cm”で加圧成
形する.
前記第3実施例製品の他の製法《第4製法》として、前
記直往体邪魔部材に相当した貫通孔を持つ板体邪魔部材
を用い、混合物質の充填順序を逆にする.
次に舗装板Mの製品第4実施例を第6図に示す.即ち、
平板多孔質セラミック素地1と、その周側面に設けられ
た緻密質セラミック素地2からなる.これの製造方法《
第5製法》は次の通りである.第7図のごとく、第3工
程として、金型側型内にその側壁の全域にわたって接す
る1個の矩形断面の直簡体邪魔部材D2を、その軸線を
鉛直にして下型A2を貫通した昇降部材E上に配置する
.第4工程で直筒体D2内にその上端まで第1混合物質
を充填する.第5工程で、ピストンシリンダ機構Fによ
り直筒体D2をその上面が下型A2の上面と面一となる
まで、下方に抜き取る.第6工程で、直筒体D2のあっ
た空間内に第2混合物質を充填する.第7工程で上型を
押し付けて加圧成形する.このとき、下型A2と邪魔部
材D2は下型受台Gにより支持されて荷重に耐える。In addition, in order to prevent excess water from being received in the gutter or water tank, weirs with a height lower than the bottom surface of the permeable paving plates are installed at one or more locations, and by connecting to drains, sewer pipes, rainwater ditches, etc. Prevents water from overflowing onto the top surface of permeable pavement boards. By installing rainwater collection equipment that combines highly permeable paving boards and groove materials or water storage tanks around commercial buildings or on approaches from gates to entrances of general houses, balconies, garden passages, etc. The upper surface is easy to pass during and after rain, and can be used as a beautiful passage. Furthermore, large amounts of precipitation can be collected by directing rainwater from roofs and highways to such rainwater collection equipment via eaves gutters and vertical gutters. Since the collected water does not contain solid matter such as sand and garbage, it can be pumped up as needed and used for miscellaneous purposes such as flushing toilets, laundry, car washing, cleaning walkway buildings, watering, watering animals and plants, etc. It can be used. When using it, install a level gauge in an appropriate location in the trench or water tank, and link the pump switch and three-way water tap. If there is drug-collecting water above a predetermined liquid level in the trench material or water storage tank, the drug-collecting water is pumped up and used, and when the liquid level drops to a predetermined height, the water is measured from the liquid level gauge. By stopping the pump switch in response to a signal and automatically switching the hydrant to the water supply side, the collected water can be used without any problem on the water supply side. Furthermore, the device of the present invention is installed over the entire area or over a wide area around important buildings such as national treasures and buildings where it is difficult to obtain fire prevention water. Paving boards usually contribute to the scenery and traffic of buildings as a beautiful walkway or paving stone-like surface, but in an emergency,
One of the paving slabs can be easily removed by hand through a hole in it, and a fire hose can be inserted to draw water, making it possible to obtain water for fire extinguishing from any part of the surrounding area of the building. The equipment of the present invention can be installed and used in fields and tree cultivation areas. For example, the equipment of the present invention can be used on a farm road. By installing it on agricultural waterways, furrows, working roads in fields, etc., it is possible to effectively use land as a working road that also serves as an agricultural waterway. By connecting an agricultural water supply pipe to the equipment of the present invention via a hydrant, and by providing a liquid level gauge within the equipment of the present invention and linking it with the hydrant, a predetermined amount of water can be stored in the equipment at all times. .. Therefore, move a hand pump with a watering hose or a pump mounted on a handcart over the paving slabs of this equipment, remove one of the paving slabs near the area where water supply is required, and connect the water intake port of the pump to a ditch or water storage area. By plunging into the tank, water can be taken as needed from any location where this equipment is installed. E. Rainwater, etc., passes through the paving plates and is collected in the water collection grooves, from where it is stored in the water tank. In addition, rainwater, etc. reaches the water tank directly through the paving plates. When the water storage level rises above the specified height, water is drained from the overflow port. Rainwater collected in permeable drainage ditches and water storage tanks buried in farmland etc. gradually permeates into the ground through the walls of the ditch material or through the permeable pipe bodies. As exemplified in Formulation P in Table 1, as a porous ceramic base, a diameter of 2 m
Inorganic raw material coarse particles of m to 7 mm (particle size of 3 mm in formulation example P)
Using a material containing 50% by weight or more of cervene with a diameter of ~5 mm, this is mixed with a small amount of a material that has a heat-sealing effect (Hata feldspar in Formulation Example P), which is then molded into a plate shape and heated to an appropriate temperature. When fired, many penetrating pores are created in the grain boundaries of the coarse grains, resulting in almost uniform water permeability over the entire surface of the plate.Increasing the particle size of the raw material coarse grains improves water permeability, but the product The smoothness of the board surface decreases, and the required thickness of the porous ceramic base increases when laminated with a dense ceramic base. Particle size is 2mm to 7m
m is appropriate. Furthermore, if the coarse particles in the raw material are less than 50% by weight, it is difficult to obtain sufficient water permeability. When two or more types of coarse grains are used, it is possible to obtain a board with a beautiful pattern on the surface that is naturally formed by the coarse grains during molding. By using this porous ceramic base for the surface layer and the dense ceramic base for the lower layer, the overall thickness is reduced to J.
Thinner and lighter than IS concrete slab, JIS
It is possible to obtain a breaking strength that exceeds that of a concrete slab. As for the dense raw material composition, as exemplified in Table 1, Formulation B, inorganic powder with a diameter of 0.1 mm or less (in the case of Formulation B, granulated slag, Mikuni pottery stone, and Motoyama Honbushi clay)
It is necessary to contain 0% by weight or more, and the particle size of the main component is 0%.
.. If it is larger than 1 mm or less than 60% by weight, sufficient breaking strength cannot be obtained. F6 Example Hereinafter, embodiments of the present invention will be explained based on an example shown in the drawings. In Fig. K1, a highly permeable ceramic pavement board M is placed on the top surface of a water collection groove material 31 that is buried underground. A water storage tank (not shown) buried underground is connected to one end of the water collection trench material, and the other end is closed off by a wall. Part 1a. Figure lb shows a first embodiment of the pavement board M, which is composed of a porous ceramic base 1 provided as an upper layer and a dense ceramic base 2 provided as a lower layer, and the A large number of drainage holes H are provided that reach the inside of the porous ceramic base. The method for manufacturing this paving board (first manufacturing method) is as follows. Table 1 The first mixed material corresponding to the substrate 1 and the substrate 2 are prepared according to the formulation shown in Table 1 (column P and column B indicate the raw materials for the porous ceramic substrate 1 and the dense ceramic substrate 2, respectively). Create a second mixed substance corresponding to . That is, in the first step, coarse particles made of an inorganic raw material, fine inorganic heat-fusible particles, and a room-temperature sticky substance are mixed.
Next, in the second step, fine particles made of an inorganic raw material, heat-fusible inorganic fine particles, and a room-temperature sticky substance are mixed. Here, as shown in Table 1, the heat-fusible fine particles include pottery stone,
It corresponds to feldspar and granulated slag, and the room-temperature sticky substance corresponds to clay and water glass. Other coarse particles of inorganic raw materials correspond to Cerben (crushed waste from sanitary ware). These mixed substances are powders, aggregates, or a mixture thereof. Next, in the third step, a template C (Fig. 3) having a large number of protrusions C1 is placed on the lower mold A2 of the press molding die with the protrusions facing upward. In the fourth step, the second mixed substance is filled on the template C in the side mold A3 to a thickness of about 40 mm. In a fifth step, the first mixed material is filled on the second mixed material to a thickness of about 15 mm. In the sixth step, in the upper mold A1 of the press molding machine, the molding pressure is 2
50 kg/cm" and then pressure molded. In the 7th step, the molded product was demolded and the template C was removed to obtain a molded product of 300L x 300B x 30mmT. In the 7a step, this The molded product is heated and dried at 150° C. In the eighth step, the molded product is fired at 1.100° C. for 1 hour. As another manufacturing method (second manufacturing method) for the product of the first example, a template Attach C to the upper mold A1 with its protrusions facing down, and reverse the filling order of the mixed material.Figure 2 shows product No. 2 of paving board M.
An example is shown. In contrast to the first embodiment, the substrates 1.2 are arranged upside down, and a large number of drainage holes H are provided which penetrate at least the dense substrate 2 in the upper layer. The manufacturing method for this is described in the above-mentioned 1.
Or follow the second manufacturing method. This second embodiment has a frequency of 10
00 to 5000 Vpm and vibration press molding at a pressure of 2.5 T without vibration. Section 4a. Figure 4b shows the third embodiment of the paving board M. That is, in addition to the first base 11 made of porous ceramic and the dense ceramic base 2 similar to those in the first embodiment, the dense ceramic base 2 is vertically penetrated at multiple locations to form the first base 11. It consists of a second continuous porous ceramic matrix 12. And, in this manufacturing method (third manufacturing method), instead of the third step,
As a third step, as shown in FIG. 5, a plurality of right cylindrical baffle members D1 are placed on the penetrating piece A4 of the lower die A2 with its axis vertical, leaving gaps from the side wall of the side die A3. (5 pieces shown) are arranged at equal intervals from each other. As a fourth step, the second mixture is filled between the mold side mold A3 and the columnar body D1 up to the height of this columnar body (40 mm). As a fifth step, the column D1 is extracted downward via the lifting support member E and the piston cylinder machine ellipse F until its upper surface is flush with the upper surface of the lower mold A2. As a sixth step, the first mixed substance is applied 55 m from the bottom of the mold, covering the second mixture and into the space where the baffle member was.
Fill to a height of m. In the seventh step, the product is press-formed at a pressure of 2501 g/cm. As another manufacturing method (fourth manufacturing method) for the product of the third example, a plate having through-holes corresponding to the direct-obstruction member is used. Using a body baffle member, reverse the filling order of the mixed substance.Next, a fourth example of the product of the paving board M is shown in Fig. 6.That is,
It consists of a flat porous ceramic base 1 and a dense ceramic base 2 provided on its peripheral side. How to make this《
The fifth manufacturing method is as follows. As shown in FIG. 7, in the third step, a simple baffle member D2 with a rectangular cross section that is in contact with the entire side wall of the side mold is formed into an elevating member that penetrates the lower mold A2 with its axis vertical. Place it on E. In the fourth step, the first mixed substance is filled into the cylindrical body D2 up to its upper end. In the fifth step, the straight cylindrical body D2 is pulled out downward by the piston cylinder mechanism F until its upper surface is flush with the upper surface of the lower mold A2. In the sixth step, the space where the straight cylindrical body D2 was located is filled with the second mixed substance. In the seventh step, the upper die is pressed and pressure molded. At this time, the lower die A2 and the baffle member D2 are supported by the lower die pedestal G to withstand the load.
前記製品第4実施例の他の製法(第6製法)として、前
記直筒体邪魔部材に相当した隙間を側型A3との間に残
して配置された直往体邪゛魔部材を用い、混合物質の充
填順序を逆にする.次に舗装板Mの製品第5実施例を第
8図に示す.即ち、第6図に示すものに加えて、周縁部
第1素子21のほかに、前記多孔買セラミック素地1を
上下に貫通して設けられた緻密質セラミック第2素地2
1が設けられる.
これの製造方法(第7製法)は、第3工程で、前記第7
図に示した直筒体邪魔部材D2の代わりに、第9.10
図のごとく、複数(図示4個)の型孔を均一分布で持つ
板体邪魔部材D3を配置する.その他は前記第5製法と
同様である.前記製品第5実施例の他の製法(第8製法
)として、邪魔部材D3の型孔と肉厚部に相当する4個
の直筒体を互いに接触配置し、混合物質の充填順序を逆
にする.
ここで、舗装板Mの製品実施例1ないし5の試験結果を
第2表に示す.
果一じし一退
第1a,lb図に示したように、下層の緻密質セラミッ
ク素地を貫通する孔を、例えば30cmX30cmの正
方形の舗道板に18個あけても第2表に示したように厚
さ30mmで、厚さ60mmのJISコンクリート平板
を上回る1.313kgfの破壊強度を有する.
実施例1の透水量は270mm/時間の雨量に相当する
ので、我が国都市部での最大降水量を十分上回るもので
ある.
振動成形で製造した場合には、プレス成形の場合より強
度はやや劣るが、プレス成形の場合よりも多孔質セラミ
ック素地の閉塞が少ないので、透水性のよい良好な舗装
板を製造することができる.舗装板表面で均一な透水性
を保持するための表層の厚さは5mm〜10mm程度が
適当である.薄い表層で表層用素材のみに顔料を混入す
ることにより、主原料に比してはるかに高価な顔料を少
量でも有効に使用することができ、かつ、表面のみの着
色ではないめで、舗装板としての長時間の使用において
も摩耗による褪色が殆ど生じない。As another manufacturing method (sixth manufacturing method) of the fourth example of the product, a straight cylindrical body obstruction member placed with a gap corresponding to the straight cylindrical body obstruction member left between the side mold A3 and the side mold A3 is used, and mixing is performed. Reverse the filling order of substances. Next, Fig. 8 shows a fifth example of the paving board M product. That is, in addition to what is shown in FIG. 6, in addition to the peripheral first element 21, a second dense ceramic base 2 is provided that vertically penetrates the porous ceramic base 1.
1 is provided. This manufacturing method (seventh manufacturing method) includes the seventh manufacturing method in the third step.
9.10 instead of the straight cylindrical baffle member D2 shown in the figure.
As shown in the figure, a plate baffle member D3 having a plurality of mold holes (four in the figure) uniformly distributed is arranged. The rest is the same as the fifth manufacturing method above. As another manufacturing method (eighth manufacturing method) of the fifth example of the product, four straight cylindrical bodies corresponding to the mold hole and the thick wall portion of the baffle member D3 are placed in contact with each other, and the order of filling the mixed substance is reversed. .. Here, the test results of Product Examples 1 to 5 of Paving Board M are shown in Table 2. As shown in Figures 1a and 1b, for example, if 18 holes are made in a 30cm x 30cm square pavement board through the underlying dense ceramic base, the result will be as shown in Table 2. With a thickness of 30 mm, it has a breaking strength of 1.313 kgf, which exceeds that of a 60 mm thick JIS concrete slab. The amount of water permeation in Example 1 corresponds to a rainfall of 270 mm/hour, which sufficiently exceeds the maximum rainfall in urban areas in Japan. When manufactured using vibration molding, the strength is slightly lower than when press molding is used, but since there is less clogging of the porous ceramic substrate than when press molding is used, it is possible to manufacture a good paving board with good water permeability. .. In order to maintain uniform water permeability on the surface of the pavement board, the appropriate thickness of the surface layer is about 5 mm to 10 mm. By mixing pigments into only the surface layer material in a thin surface layer, it is possible to effectively use pigments, which are much more expensive than the main raw material, even in small amounts. Even when used for long periods of time, there is almost no fading due to wear.
緻密質セラミック素地を表層に使用する場合は、貫通孔
の円・楕円などの形状・数および配置により、舗装板上
に種々の模様を描くことができる。When a dense ceramic base is used for the surface layer, various patterns can be drawn on the paving board by changing the shape, number, and arrangement of circular, elliptical, etc. through holes.
(この場合に排水孔は下層まで貫通していてもよい)こ
の場合の孔の幅(短径》はハイヒール、かさ等の突入事
故を防ぐため、5mm以下にすることが望ましい.また
、表層に美麗な釉薬を施した場合でも孔の数および配置
により、歩行者や車の滑りを防止する効果がある.さら
に舗装板の周縁部下層にも緻密質セラミック素材を使用
することにより下層内部はより粗粒の安価な材料を主原
料として用いることができる.
製品実施例4および実施例5に示すような、周縁部に緻
密質セラミック素地を使用し、内側の一部分または大部
分に多孔セラミック素地を使用する場合は、緻密質セラ
ミック素地の比率および配置により、薄肉・軽量で十分
な破壊強度を有し、施工性の良好な透水性舗装板を製造
することができる.
これらの実施例によると多孔質セラミック素地が表層の
かなりの部分を占めるので、実施例1の場合と同様、耐
摩耗性に優れ、かつ、かなりの強度を有する多孔質セラ
ミック素地材料を使用する必要があり、実施例1に比し
て多孔質セラミック素地材料の使用量が多くなる.従っ
て、多孔質セラミック材料コストは実施例1や実施例2
の場合に比して割高になる.しかし、多孔質セラミック
素材が舗装板の表面から裏面にまで貫通しているので、
第2表に示すように実施例1および実施例2に比しては
るかに透水性の良好な舗装板を得ることができる.
また、緻密質セラミック素地と多孔質セラミック素地の
境界線を種々の直線や曲線とすることにより、舗装板表
面に文字、図形等を描き出すことができる.
排水孔の断面形状は、円、楕円、長方形など種々選択す
ることができるが、孔の幅(径)は水の表面張力に抗し
て十分な透水性を得るために2mm以上必要であり、か
つ、緻密質セラミック素地が舗装板としての十分な耐破
壊強度を有するために30mm以下であることが望まし
い。(In this case, the drainage hole may penetrate to the lower layer.) In this case, the width of the hole (minor axis) should preferably be 5 mm or less to prevent accidents such as high heels, umbrellas, etc. Even when a beautiful glaze is applied, the number and arrangement of holes has the effect of preventing pedestrians and cars from slipping.Furthermore, by using a dense ceramic material for the lower layer around the periphery of the paving board, the interior of the lower layer is more stable. A coarse-grained, inexpensive material can be used as the main raw material.As shown in Product Examples 4 and 5, a dense ceramic base is used for the periphery and a porous ceramic base is used for part or most of the inside. When used, it is possible to manufacture a water-permeable pavement board that is thin, lightweight, has sufficient breaking strength, and has good workability, depending on the ratio and arrangement of the dense ceramic base.According to these examples, porous Since the porous ceramic matrix occupies a considerable portion of the surface layer, it is necessary to use a porous ceramic matrix material that has excellent wear resistance and considerable strength, as in the case of Example 1. Compared to this, the amount of porous ceramic base material used is larger. Therefore, the cost of porous ceramic material is lower than that of Example 1 or Example 2.
It will be more expensive than in the case of However, since the porous ceramic material penetrates from the surface to the back of the paving board,
As shown in Table 2, a pavement board with far better water permeability than those of Examples 1 and 2 can be obtained. In addition, by creating various straight lines and curves as the boundary between the dense ceramic base and the porous ceramic base, it is possible to draw letters, figures, etc. on the surface of the paving board. The cross-sectional shape of the drainage hole can be selected from various shapes such as circular, oval, and rectangular, but the width (diameter) of the hole must be 2 mm or more in order to resist the surface tension of water and obtain sufficient water permeability. In addition, in order for the dense ceramic base to have sufficient fracture resistance as a paving board, it is desirable that the thickness be 30 mm or less.
第6.8図のごとく、緻密質セラミック素地と多孔質セ
ラミック素地を水平方向(舗装板の縦横方向)に複数層
(多層)に配置する場合は、安価な材料を使用し、かつ
成型品の型から取外し、焼成、輸送、舗装などの各取扱
い時に、舗装板の周縁での破損が生じないように、成型
品の周縁部には緻密質セラミック素地を配置することが
望ましい.
上記いずれの場合も、多孔質および緻密質の各セラミッ
ク素地原料の主成分である無機質原料としては珪石、長
石、陶石、粘土、シラス等の天然原料、あるいは、タイ
ル、衛生陶器、陶管、棚板、硝子等陶磁器質製品・セラ
ミック製品の不良品・使用済屑等を破砕したもの、また
は、アルミナ、ムライト、コーディエライト等の合成原
料等で通常陶磁器原料として使用されるもの、ならびに
鉱滓、フライアッシュ、赤泥、ごみ焼却灰、下水・し尿
汚泥焼却灰、もみがら焼却灰などの廃棄物が用いられる
.
成型品の焼成温度は、主成分の軟化による形くずれを生
じない温度で、かつ、原料中の熱融着成分が適度に軟化
・溶融して主成分を固着させる温度を選択する必要があ
るので、使用する原料の種類および組成により異なるが
、舗装板としての十分な耐破壊強度を得るには800℃
以上の焼成温度が必要である.
さて次に、第K2図において、地中に埋設され、側壁に
溢水口33aを持つ貯水槽3の上面に高透水性セラミッ
ク舗装板Mが載置される.溢水口33aに排水管34が
接続される,
ここで、前記高透水性セラミック舗装板Mの下面付近、
あるいは前記集水溝材31または貯水槽33の内面付近
にアルミナ、コージライト等の0〜50゜Cの温度で遠
赤外線を放射する遠赤外線セラミック層が配置される.
この遠赤外線セラミック層は溝材,貯水槽それ自体内で
その内面側に配置されたり、内面に粉粒状セラミックと
混合状態の油性,水性,合成樹脂系などの塗料またはポ
リエチレン,ポリプロピレン,ABSなどの樹脂状物質
で被覆されて構成される.または、遠赤外線セラミック
板状物を内面に接着させて構成される,前記第K1図と
同様に、農地等の植栽地域内に埋設され、一部または全
部が透水能力10−”cm/秒〜10−’cm/秒の多
孔質セラミック体がらなる集水溝材の上面に高透水性セ
ラミック舗装板Mが載置される.
第K3図において、農地等の植栽地域内に埋設される集
水溝材31の上面に高透水性セラミック舗装板Mが載置
される.前記集水溝体の側壁下部に管体33の基端が連
通接続される.管体33の先端は閉鎖され、透水能力1
0−”cm/秒〜10’cm/秒の多孔質セラミックか
らなる.ここで、前記の透水能力を持つ多孔質セラミッ
ク管体は次のように製造される.原料として、珪灰石5
0%,本節粘土35%,タルク15%の粒状物が混合さ
れる。珪灰石がアスベクト比の大きい平板ないし針状を
しているので製品が多孔質でかつ曲げ強度の大きいもの
ができる,上記組成の原料に水を15〜20%添加し、
真空成形機で押出成形し、適当な(1〜2m)長さに切
断し、乾燥(自然乾燥1〜3日または遠赤外線乾燥2〜
4時間)後、1150℃で焼成し製品とした,成形時の
水の添加率と押出圧力を変えることにより、製品の空隙
率を変えることができ、透水能力の異なったものを作る
ことができる.この方法により101〜1 0−’cm
/秒の透水能力のものをつくることができる,10−2
〜1 0−’cm/秒の透水能力にするには上記製品に
直径0.2〜1mmの孔を多数あけることにより可能で
ある.なお、透水能力が1 0−’cm/秒より小さく
なると、地中の湿度が小さすぎ、10−2より大きくな
ると地中湿度が大きすぎ、いずれも植栽環境として不適
当である.
この管体はセラミックであるがマシナブル(機械加工が
容易)であり、市販の超硬工具により孔あけ、切断、ネ
ジ切り等の加工ができる.このほか、透水能力を持つ貯
水槽も前記の要領で製造される.
第K4,K5図は、屋根や高速道路などからの集水を立
て桶Rをへて前記集水溝材31や貯水槽33に導く部分
の実施例である.即ち、第K4図において、立て桶Rの
下端に臨んで設けられて、雨水等の混入異物をろ別する
ろ過箱41と,該ろ過箱を内部に収容して雨水等を一時
的に滞留させる中継箱42と、該中継箱の側壁に接続さ
れて、前記集水溝材または前記貯水槽に導入された中継
管43とが設けられる.そして、ろ過箱41は上部の網
筒体と下部の異物溜まり部とよりなる.第K5図におい
て、立て桶Rの下部内側に設けられて、雨水等の混入異
物をろ別する下広円錐網体からなるろ過体44と,該ろ
過体を上端に固定して雨水等を受ける上広円錐筒体45
と、該錐筒体の下端に接続されて、屈曲して前記立て桶
の壁を貫通し、前記集水溝材または前記貯水槽に導入さ
れた中継管46とが設けられる.なお、47はろ過体4
4に流水を向ける整水板、48はろ過体44と錐筒体4
5とが対応する桶壁の拡径部である. 本発明は前記し
た実施例や実施態様に限定されず,特許請求の範囲の精
神および範囲を逸脱せずに種々の変形を含む。As shown in Figure 6.8, when arranging dense ceramic substrates and porous ceramic substrates in multiple layers (multilayers) in the horizontal direction (vertical and horizontal directions of the paving board), inexpensive materials are used and the molded product is It is desirable to place a dense ceramic base around the periphery of the molded product to prevent damage to the periphery of the paving board during handling such as removal from the mold, firing, transportation, and paving. In any of the above cases, the inorganic raw materials that are the main components of porous and dense ceramic base materials include natural raw materials such as silica, feldspar, pottery stone, clay, and shirasu, or tiles, sanitary ware, ceramic pipes, etc. Shredded ceramic products such as shelves and glass, defective ceramic products, used scraps, etc., synthetic raw materials such as alumina, mullite, cordierite, etc. that are normally used as raw materials for ceramics, and slag. Wastes such as , fly ash, red mud, garbage incineration ash, sewage/human waste sludge incineration ash, and rice husk incineration ash are used. The firing temperature of the molded product needs to be selected at a temperature that does not cause the main component to lose its shape due to softening, and at the same time, a temperature that appropriately softens and melts the heat-sealing component in the raw material and causes the main component to stick. Although it varies depending on the type and composition of the raw materials used, a temperature of 800°C is required to obtain sufficient fracture resistance as a paving board.
A higher firing temperature is required. Next, in Fig. K2, a highly permeable ceramic pavement board M is placed on the top surface of a water tank 3 that is buried underground and has an overflow port 33a on its side wall. A drain pipe 34 is connected to the overflow port 33a. Here, near the lower surface of the highly permeable ceramic pavement board M,
Alternatively, a far-infrared ceramic layer made of alumina, cordierite, or the like that emits far-infrared rays at a temperature of 0 to 50°C is arranged near the inner surface of the water collecting groove material 31 or the water storage tank 33.
This far-infrared ceramic layer may be placed on the inner surface of the groove material or water tank itself, or may be coated with oil-based, water-based, synthetic resin, or other paint mixed with powdered ceramic, or polyethylene, polypropylene, ABS, etc., on the inner surface. It is coated with a resin-like substance. Alternatively, it is constructed by adhering a far-infrared ceramic plate to the inner surface, and is buried in a planted area such as farmland, as shown in Figure K1 above, and has a water permeability of 10 cm/sec in part or in whole. A highly permeable ceramic paving board M is placed on the upper surface of a water collection groove material made of a porous ceramic body with a porous ceramic body of ~10-'cm/sec. A highly permeable ceramic pavement board M is placed on the upper surface of the water collection groove material 31. The base end of the tube body 33 is connected to the lower side wall of the water collection groove body.The tip of the tube body 33 is closed. , water permeability 1
It is made of porous ceramic with a permeability of 0-"cm/sec to 10'cm/sec. Here, the porous ceramic tube having the above-mentioned water permeability is manufactured as follows.Wollastonite 5 is used as a raw material.
0%, Honbushi clay 35%, and talc 15% granules are mixed. Since wollastonite has a flat plate or needle shape with a high aspect ratio, the product is porous and has high bending strength.Water is added to the raw material with the above composition by 15 to 20%,
Extrusion molded using a vacuum forming machine, cut into appropriate lengths (1 to 2 m), and dried (natural drying for 1 to 3 days or far infrared drying for 2 to 3 days)
After 4 hours), the product was baked at 1150°C.By changing the water addition rate and extrusion pressure during molding, the porosity of the product can be changed, making it possible to create products with different water permeability. .. By this method, 101~10-'cm
/second water permeability can be made, 10-2
A water permeability of ~10-'cm/sec can be achieved by drilling a large number of holes with a diameter of 0.2-1 mm in the above product. Note that if the water permeability is less than 10-'cm/sec, the underground humidity is too low, and if it is greater than 10-2, the underground humidity is too high, both of which are inappropriate as a planting environment. Although this tube body is made of ceramic, it is machinable (easily machined) and can be processed by drilling, cutting, threading, etc. using commercially available carbide tools. In addition, a water storage tank with water permeability is also manufactured in the manner described above. Figures K4 and K5 show an embodiment of a portion where water collected from the roof, highway, etc. is guided to the water collecting groove material 31 and the water storage tank 33 through the stand R. That is, in Fig. K4, there is a filter box 41 that is provided facing the lower end of the bucket R and filters out foreign substances such as rainwater, and a filter box 41 that is housed inside to temporarily retain rainwater and the like. A relay box 42 and a relay pipe 43 connected to the side wall of the relay box and introduced into the water collecting groove material or the water storage tank are provided. The filtration box 41 consists of an upper mesh cylinder and a lower part for collecting foreign matter. In Fig. K5, a filter body 44 consisting of a wide conical net at the bottom is provided inside the lower part of the stand R to filter out foreign substances such as rainwater, and a filter body 44 is fixed to the upper end to receive rainwater etc. Upper wide conical cylinder 45
and a relay pipe 46 connected to the lower end of the conical cylinder, bent and penetrating the wall of the stand, and introduced into the water collecting groove material or the water storage tank. In addition, 47 is the filter body 4
4 is a water regulating plate that directs running water, 48 is a filter body 44 and a conical cylinder body 4
5 is the corresponding enlarged diameter part of the tub wall. The present invention is not limited to the embodiments and embodiments described above, but includes various modifications without departing from the spirit and scope of the claims.
G.発明の効果
本発明の第1.第2t!4成により、
(G1) 透水性舗装板上に降水または流入した水は、
清材または財水槽内にほぼ全量収集し有効利用すること
ができる.
(G2》 固形物を含まぬ水が取水でき、汲み上げボン
1や用途に支障なく収集した水を有効利用することがで
きる.またごみ,土砂等は透水性舗装板上に残留するの
で、雨水等は清浄され、別個の清浄装置を必要としない
.
(G3)降雨時や降雨後も通行が容易であり、.力)つ
集水に別個の用地を必要としない。G. Effects of the invention 1. Effects of the invention. 2nd t! (G1) Water that has fallen or flowed onto the permeable pavement board is
Almost the entire amount can be collected and used effectively in clean wood or in a treasure tank. (G2) Water that does not contain solids can be taken, and the collected water can be used effectively without any problems with pumping bongs 1 or other uses.Also, since garbage, earth, etc. remain on the permeable pavement boards, rainwater, etc. (G3) It is easily accessible during and after rainfall and does not require a separate site for collection.
(G4》 建築物の周囲全面から防火用水を得ることが
できる.
第3構成により、
(G5)収集後7日以上経ても貯留水中に微生物や藻な
どが発生しないので、ポンプや取水管を閉塞することな
く、清澄な水として各種用途に使用することができる.
第4.5.6構成により、
(G6)通行容易な農道と農業用水路の用地が兼用でき
、かつ設備のいずれの場所からも取水が可能となる.
(G7)主として雨水を有効利用して降水後数日間を経
た以降も農地等の植栽地域の土壌を自動的に適度の湿潤
状態に保持することができる。(G4) Fire prevention water can be obtained from the entire surrounding area of the building. With the third configuration, (G5) Microorganisms and algae do not grow in the stored water even after 7 days after collection, so pumps and water intake pipes can be blocked. With configuration 4.5.6, (G6) the land can be used as both an easily passable farm road and an agricultural waterway, and can be accessed from any part of the facility. (G7) Mainly by effectively utilizing rainwater, it is possible to automatically maintain the soil in planting areas such as farmland in a moderately moist state even after several days have passed after rainfall.
第7構成により、第1ないし第6fl成の効果に加え、
薄肉軽量で、耐破壊荷重が大きく、しかも、透水性に勝
れた舗装板が得られる。With the seventh configuration, in addition to the effects of the first to sixth fl configurations,
It is possible to obtain a pavement board that is thin and lightweight, has a high resistance to breaking load, and has excellent water permeability.
第8構成により、第7構成の効果に加え、孔の形状・数
および配置により、舗装板上に種々の模様を描くことが
できる.また、表層に美麗な釉薬を施した場合でも孔の
数および配置により、歩行者や車の滑りを防止する効果
がある.
第9構成により、第7構成の効果に加え、下層にも粗粒
の安価な材料を使うことにより、より安価な製品が得ら
れる.
第10構成により、第7構成の効果に加え、透水性が著
しく良好である.
第11横成により、第10構成の効果に加え、各素地の
境界線を種々の直線や曲線とすることにより、板表面に
文字・図形等を描くことができる。With the eighth configuration, in addition to the effects of the seventh configuration, various patterns can be drawn on the paving board depending on the shape, number, and arrangement of the holes. In addition, even if the surface is covered with a beautiful glaze, the number and arrangement of holes can prevent pedestrians and cars from slipping. With the ninth configuration, in addition to the effects of the seventh configuration, a cheaper product can be obtained by using a coarse-grained, inexpensive material for the lower layer. The 10th configuration provides extremely good water permeability in addition to the effects of the 7th configuration. In addition to the effects of the 10th configuration, the 11th horizontal formation allows characters, figures, etc. to be drawn on the board surface by making the boundaries of each substrate into various straight lines and curves.
第12および13構成により、第1ないし1l楕成のい
ずれかl楕成の効果に加え、屋根や高速道路からの多量
の集水を異物を除いて効率よく回収することができる.With the 12th and 13th configurations, in addition to the effects of any one of the 1st to 1l elliptical configurations, a large amount of water collected from roofs and highways can be efficiently collected without foreign matter.
第K1図は本発明第1構成の一実施例の縦断面図、第K
2図は第2構成の一実施例の縦断面図、第K3図は第5
構成の縦断面図である.第K4図,第K5図は各々立て
桶からの雨水等の回収手段の一実施例の縦断面図である
.
第1a図は舗装板の第1実施例の縦断面図、第1b図は
その底面図、第2図は舗装板第2実施例の縦断面図、第
3図は製法の第1実施例を示す縦断面図、第4a図は舗
装板の第2実施例の縦断面図、第4b図はその底面図、
第5図は製法の第2実施例を示す縦断面図、第6図は舗
装板の第3実施例の平面図、第7図は製法の第3実施例
を示す縦断面図、第8図は舗装板の第4実施例を示す平
面図、第9図は製法の第4実施例を示す縦断面図、第1
0図は第9図の邪魔板の平面図である。
M・・・舗装板、31・・・集水溝材、33・・・貯水
槽、33a・・・溢水口、34・・・排水管、35・・
・多孔質セラミック管体、R・・・立て桶、41・・・
ろ過箱、42・・・中継箱、43.46・・・中継管、
44・・・ろ過体、45・・・錐筒体
1・・・多孔質セラミック素地、2・・・緻密質セラミ
ック素地、H・・・排水孔、11・・・多孔質セラミッ
ク第1素地、12・・・多孔質セラミック第2素地、A
・・・金型、AI・・・上型、A2・・・下型、A,・
・・側型、C・・・型板、C1・・・基板、C2・・・
突起、D,,D.,Dコ・・・邪魔部材
特許出願人 服部ヒーティング工業株式会社特許出願
人 日立造船産業株式会社
代 理 人 弁理士 犬飼 新平
脅
4G
才
毛
第1S
図
第11
図
手続補正書(方式)
1、事件の表示
平成 1年 特許願 第112950号2、発明の名称
雨水等の回収利用設備
3、補正をする者
事件との関係 特許出願人
住所 大阪市都島区友渕町2丁目5番7号名称 服部ヒ
ーティング工業株式会社(ほか1名)代表者服部 栄市
4、代理人
住所 〒550大阪市西区京町堀1丁目4番9号京町橋
八千代ビル8階E号室
電話 (06)445−7173
FAX (06)445−7284
平成 1年 8月29日 (発送日)
6、補正の対象
明細書の発明の詳細な説明、図面の簡単な説明の欄およ
び図面第13
》
図面を別紙の通り補正する.Fig. K1 is a vertical cross-sectional view of an embodiment of the first configuration of the present invention;
Figure 2 is a vertical cross-sectional view of one embodiment of the second configuration, and Figure K3 is the fifth
It is a longitudinal cross-sectional view of the configuration. Figures K4 and K5 are longitudinal sectional views of an embodiment of means for collecting rainwater, etc. from a stand. Figure 1a is a longitudinal sectional view of the first embodiment of the paving plate, Figure 1b is a bottom view thereof, Figure 2 is a longitudinal sectional view of the second embodiment of the paving plate, and Figure 3 is the first embodiment of the manufacturing method. Fig. 4a is a longitudinal sectional view of the second embodiment of the paving board, Fig. 4b is a bottom view thereof,
Fig. 5 is a longitudinal sectional view showing the second embodiment of the manufacturing method, Fig. 6 is a plan view of the third embodiment of the paving board, Fig. 7 is a longitudinal sectional view showing the third embodiment of the manufacturing method, and Fig. 8 9 is a plan view showing the fourth embodiment of the paving board, FIG. 9 is a longitudinal sectional view showing the fourth embodiment of the manufacturing method, and FIG.
0 is a plan view of the baffle plate of FIG. 9. M...Paving board, 31...Water collection groove material, 33...Water tank, 33a...Overflow port, 34...Drain pipe, 35...
・Porous ceramic tube body, R...stand tub, 41...
Filtration box, 42... Relay box, 43.46... Relay pipe,
44... Filter body, 45... Pyramid body 1... Porous ceramic base, 2... Dense ceramic base, H... Drain hole, 11... Porous ceramic first base, 12... Porous ceramic second base material, A
...Mold, AI...Upper mold, A2...Lower mold, A,...
...Side mold, C...template, C1...substrate, C2...
Protrusion, D,,D. , D Co... Obstruction member patent applicant Hattori Heating Kogyo Co., Ltd. Patent applicant Hitachi Zosen Sangyo Co., Ltd. Agent Patent attorney Shinpei Inukai 4G Saige 1S Figure 11 Figure 11 Procedure amendment (method) 1. Display of the case 1999 Patent Application No. 112950 2 Name of the invention Rainwater collection and utilization equipment 3 Person making the amendment Relationship to the case Patent applicant address 2-5-7 Tomobuchicho, Miyakojima-ku, Osaka City Name Hattori Heating Kogyo Co., Ltd. (and 1 other person) Representative: Sakaeichi Hattori 4, Agent address: Room E, 8th floor, Kyomachibashi Yachiyo Building, 1-4-9 Kyomachibori, Nishi-ku, Osaka 550 Phone: (06) 445-7173 Fax ( 06) 445-7284 August 29, 1999 (Delivery date) 6. Detailed explanation of the invention in the specification subject to amendment, column for brief explanation of drawings, and drawing No. 13 >> The drawings are amended as shown in the attached sheet.
Claims (13)
れた高透水性セラミック舗装板と、地中に埋設されて前
記集水溝材の少なくとも一端に接続された貯水槽とを含
むことを特徴とする雨水等の回収利用設備。(1) A water collection trench material buried underground, a highly permeable ceramic pavement board placed on the top surface thereof, and a water storage tank buried underground and connected to at least one end of the water collection trench material. Rainwater collection and utilization equipment characterized by comprising:
その上面に載置された高透水性セラミック舗装板とを含
むことを特徴とする雨水等の回収利用設備。(2) A water tank that is buried underground and has an overflow port on the side wall;
A system for collecting and utilizing rainwater, etc., comprising a highly water-permeable ceramic pavement board placed on the top surface thereof.
いは前記集水溝材または貯水槽の内面付近にアルミナ、
コージライト等の0〜50℃の温度で遠赤外線を放射す
る遠赤外線セラミック層が配置されたことを特徴とする
請求項1または2記載の雨水等の回収利用設備。(3) alumina near the lower surface of the highly permeable ceramic pavement board or near the inner surface of the water collection groove material or water storage tank;
3. The rainwater collection and utilization equipment according to claim 1, further comprising a far-infrared ceramic layer made of cordierite or the like which emits far-infrared rays at a temperature of 0 to 50°C.
が透水能力を持つ多孔質セラミック体からなる集水溝材
と、その上面に載置された高透水性セラミック舗装板と
、地中に埋設されて前記集水溝材の少なくとも一端に接
続された貯水槽とを含むことを特徴とする雨水等の回収
利用設備。(4) A water collection ditch material that is buried in a planted area such as farmland and is partially or entirely made of a porous ceramic body that has water permeability, and a highly water permeable ceramic pavement board that is placed on the top surface of the water collection groove material, A facility for collecting and utilizing rainwater, etc., comprising: a water storage tank buried underground and connected to at least one end of the water collection groove material.
の上面に載置された高透水性セラミック舗装板と、地中
に埋設されて前記集水溝材の少なくとも一端に接続され
た貯水槽と、前記集水溝材の側壁下部に連通接続され、
先端が閉鎖され、透水能力を持つ多孔質セラミック管体
とを含むことを特徴とする雨水等の回収利用設備。(5) A water collection trench material buried in a planted area such as farmland, a highly permeable ceramic pavement board placed on top of the water collection trench material, and a highly water permeable ceramic pavement board placed on the top surface of the water collection trench material, and at least one end of the water collection trench material buried underground. connected to the connected water storage tank and a lower side wall of the water collection groove material,
1. Equipment for collecting and utilizing rainwater, etc., characterized in that it includes a porous ceramic pipe body with a closed end and a permeability.
上面に載置された高透水性セラミック舗装板と、前記貯
水槽の側壁下部に連通接続され、先端が閉鎖され、透水
能力を持つ多孔質セラミック管体とを含むことを特徴と
する雨水等の回収利用設備。(6) A water storage tank buried in a planted area such as farmland, a highly water permeable ceramic pavement board placed on the top surface, and a highly water permeable ceramic pavement board that is connected to the lower side wall of the water tank, with the tip closed and water permeable. 1. Equipment for collecting and utilizing rainwater, etc., characterized in that it includes a porous ceramic pipe body with a capacity.
れた多孔質セラミック素地と、下層に設けられた緻密質
セラミック素地とを含み、該緻密質セラミック素地を上
下に貫通して前記多孔質セラミック素地の下端、内部ま
たは上面に達する複数の排水孔が設けられてなることを
特徴とする請求項1ないし6のいずれか1項記載の雨水
等の回収利用設備。(7) The highly water permeable ceramic pavement board includes a porous ceramic base provided as an upper layer and a dense ceramic base provided as a lower layer, and vertically penetrates the dense ceramic base to form the porous ceramic base. 7. The equipment for collecting and utilizing rainwater, etc. according to any one of claims 1 to 6, characterized in that a plurality of drainage holes are provided that reach the lower end, inside, or upper surface of the ceramic base.
れた緻密質セラミック素地と、下層に設けられた多孔質
セラミック素地とを含み、これら両素地を上下に貫通し
て複数の排水孔が設けられてなることを特徴とする請求
項1ないし6のいずれか1項記載の雨水等の回収利用設
備。(8) The highly permeable ceramic pavement board includes a dense ceramic base provided as an upper layer and a porous ceramic base provided as a lower layer, and a plurality of drainage holes are formed vertically penetrating both of these bases. 7. The rainwater collection and utilization equipment according to any one of claims 1 to 6, characterized in that the equipment is provided with:
れた多孔質セラミック第1素地と、下層に設けられた緻
密質セラミック素地と、該緻密質セラミック素地を上下
に貫通して前記第1素地に連続した多孔質セラミック第
2素地と含むことを特徴とする請求項1ないし6のいず
れか1項記載の雨水等の回収利用設備。(9) The highly water permeable ceramic pavement board includes a first porous ceramic base provided as an upper layer, a dense ceramic base provided as a lower layer, and a first porous ceramic base that vertically penetrates the dense ceramic base. 7. The equipment for collecting and utilizing rainwater, etc. according to any one of claims 1 to 6, characterized in that the equipment includes a second porous ceramic base which is continuous with the base.
セラミック素地と、その周側面に設けられた緻密質セラ
ミック第1素地とを含むことを特徴とする請求項1ない
し6のいずれか1項記載の雨水等の回収利用設備。(10) The highly water-permeable ceramic pavement board includes a flat porous ceramic base and a dense ceramic first base provided on the peripheral side thereof. Equipment for collecting and using rainwater, etc. as described.
セラミック素地を上下に貫通して設けられた緻密質セラ
ミック第2素地とを含むことを特徴とする請求項10項
記載の雨水等の回収利用設備。(11) Collection of rainwater, etc. according to claim 10, wherein the highly water permeable ceramic pavement board includes a second dense ceramic base provided vertically penetrating the porous ceramic base. Equipment used.
入異物をろ別するろ過箱と、該ろ過箱を内部に収容して
雨水等を一時的に滞留させる中継箱と、該中継箱の壁に
連通されて、前記集水溝材または前記貯水槽に導入され
た中継管とを含むことを特徴とする請求項1ないし11
のいずれか1項記載の雨水等の回収利用設備。(12) A filtration box that is provided facing the lower end of the tub and filters out foreign substances such as rainwater, a relay box that accommodates the filtration box and temporarily retains rainwater, and the relay box. Claims 1 to 11, further comprising a relay pipe connected to the wall of the box and introduced into the water collecting groove material or the water storage tank.
Equipment for collecting and utilizing rainwater, etc. as described in any one of the above.
異物をろ別するろ過体と、該ろ過体を上端に固定して雨
水等を受ける上広錐筒体と、該錐筒体の下端に接続され
、屈曲して前記立て桶の壁を貫通し、前記集水溝材また
は前記貯水槽に導入された中継管とを含むことを特徴と
する請求項1ないし11のいずれか1項記載の雨水等の
回収利用設備。(13) A filter body provided inside the lower part of the tub to filter out foreign substances such as rainwater, a wide conical cylinder with the filter body fixed to the upper end to receive rainwater, and the conical cylinder 12. A relay pipe connected to a lower end of the tank, bent and penetrating the wall of the stand, and introduced into the water collecting groove material or the water storage tank. Facilities for collecting and utilizing rainwater, etc. as described in Section 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1112950A JPH02292421A (en) | 1989-05-02 | 1989-05-02 | Recovery utilization facility of storm water and the like |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1112950A JPH02292421A (en) | 1989-05-02 | 1989-05-02 | Recovery utilization facility of storm water and the like |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH02292421A true JPH02292421A (en) | 1990-12-03 |
Family
ID=14599584
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1112950A Pending JPH02292421A (en) | 1989-05-02 | 1989-05-02 | Recovery utilization facility of storm water and the like |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH02292421A (en) |
-
1989
- 1989-05-02 JP JP1112950A patent/JPH02292421A/en active Pending
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