JPS63277331A - Water permeable water channel - Google Patents
Water permeable water channelInfo
- Publication number
- JPS63277331A JPS63277331A JP11310387A JP11310387A JPS63277331A JP S63277331 A JPS63277331 A JP S63277331A JP 11310387 A JP11310387 A JP 11310387A JP 11310387 A JP11310387 A JP 11310387A JP S63277331 A JPS63277331 A JP S63277331A
- Authority
- JP
- Japan
- Prior art keywords
- water
- waterway
- permeable
- block
- inorganic
- 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 description 18
- 239000011148 porous material Substances 0.000 claims description 9
- 230000002787 reinforcement Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000002245 particle Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000035699 permeability Effects 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 1
- 239000010426 asphalt Substances 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000010433 feldspar Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000010954 inorganic particle Substances 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000012768 molten material Substances 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 239000005011 phenolic resin Substances 0.000 description 1
Landscapes
- Sewage (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〈産業上の利用分野〉
本発明は水流又は水溜として集約した水を周囲の地下水
として還元して付近の土地環境を整えたり、多湿状態の
地中水を集排水することにより多湿環境を整える目的で
開発された透水性水路に関するものである。[Detailed Description of the Invention] <Industrial Application Field> The present invention is used to improve the surrounding land environment by returning water that has been collected as a stream or a water reservoir as surrounding groundwater, and to collect and drain humid groundwater. This relates to permeable waterways developed for the purpose of improving humid environments.
〈従来の技術〉
水路流水の一部を地下に還元する目的で、従来よりコン
クリート製の水路ブロックに孔を開けたものを使用する
とか、水路の底部に砕石を敷詰める等の方法が実施され
ている。<Conventional technology> In order to return some of the water running through waterways underground, methods such as using concrete waterway blocks with holes drilled in them or paving the bottom of the waterway with crushed stones have been used. ing.
〈発明が解決しようとする問題点〉
しかし、コンクリート製の水路ブロックに孔を開けると
いっても、気孔率を大きくすることができないし、孔径
の小さなものは穿孔困殖であgから1毛管現象による通
水を平常的に望むことも出来ない、また、水路の一部に
砕石を敷詰める゛方法は構造的に強度が小さく、流水が
多くなると゛抵抗性を失って流されるといった実用的で
ない難点を有している。<Problems to be solved by the invention> However, even if holes are made in a concrete waterway block, it is not possible to increase the porosity, and if the pores are small, the perforation will be difficult and one capillary will be reduced from g. It is not possible to normally expect water to flow due to this phenomenon, and the method of paving crushed stones in a part of the waterway has a low structural strength, so it is not practical as it loses its resistance and is washed away when the water flow increases. It has some disadvantages.
く問題点を解決するための手段〉
そこで1本発明者は大部分の孔径が0.5〜5mの多数
の細孔を有する透水性無機質ブロックで水路の側面又は
底面を形成した構造の透水性水路□を開発したのである
。Means for Solving the Problems〉 Therefore, 1. the present inventor developed a structure in which the side or bottom of a waterway is formed of a water-permeable inorganic block having a large number of pores, most of which have a diameter of 0.5 to 5 m. He developed the waterway □.
透水性無機質ブロックの孔径は0.5m以下では目詰ま
りをおこして透水性を損うし、 5+n++以上では透
水性が過度になり過ぎ集水路として汎用性に欠けるため
、本発明め目的を達成することができない。If the pore diameter of the water-permeable inorganic block is less than 0.5 m, it will become clogged and impair its water permeability, and if it is more than 5+n++, the water permeability will be excessive and it will lack versatility as a water collection channel. I can't.
透水性無機質ブロック(2)は上記孔径の大部分、例え
ば60%以上が0.5〜5m位にあればよく、そのだめ
には主たる粒子径が1〜15moの無機粒子、例えばロ
ウ石など天然に採取できる鉱石、れんが破砕物、焼成粘
土破砕物等をそれより低温の熔融物(例えば長石類、釉
薬など)を用いその融点まで加熱焼成して粒体間を接着
する方法や、セメントなどの無機質膠着剤を用いる方法
、更には、無機、有機質高分子材料(例えばフェノール
樹脂やアスファルト物質)の接着性を利用してブロック
とする。また、ブロックの表層側と裏層側とで粒子径の
異なるものを偏在させたもの(特願昭62−26847
号)も目的に応じて適宜使用できる。In the water-permeable inorganic block (2), most of the pore diameters, for example, 60% or more, need only be around 0.5 to 5 m, and inorganic particles with a main particle diameter of 1 to 15 mo, such as natural waxite There is a method of bonding between the particles by heating ore, crushed bricks, crushed fired clay, etc. that can be collected in a molten metal to the melting point using a lower temperature molten material (e.g. feldspar, glaze, etc.). A block is formed by using an inorganic adhesive or by utilizing the adhesive properties of an inorganic or organic polymeric material (for example, a phenol resin or an asphalt material). In addition, a block in which particles with different diameters are unevenly distributed on the surface side and back side of the block (Japanese Patent Application No. 62-26847
) can also be used as appropriate depending on the purpose.
ここにいう透水性無機質ブロックで水路の側面又は底面
を形成するとは、水路の側面又は底面の全域を透水性無
機質ブロックで形成することのみを示すものではなく、
水路の側面又は底面の一部に島状に透水性無機質ブロッ
クを用いることも意味している。また、水路の施工上、
強度上必要な継手構造や配筋について、従来の水路ブロ
ックに実施されている手段を本発明においても実施する
ことができる。Forming the sides or bottom of a waterway with a water-permeable inorganic block as used herein does not only mean that the entire side or bottom of the waterway is formed with a water-permeable inorganic block;
It also means using a water-permeable inorganic block in the form of an island on a part of the side or bottom of the waterway. In addition, in the construction of waterways,
Regarding the joint structure and reinforcement necessary for strength, the measures implemented in conventional waterway blocks can also be implemented in the present invention.
更に、小規模水路においては、一体成形のU字ブロック
又はこれに類似する形状の透水性ブロックで水路を形成
することも含まれる。Furthermore, in small-scale waterways, it is also included to form waterways with integrally molded U-shaped blocks or similarly shaped water-permeable blocks.
〈作用〉
このような構造であると、水路を構成する透水性無機質
ブロックで水路周辺の土地が水を吸収可能な湿度条件に
あるときは、多数の細孔から水を通して水路内より付近
の土地へ水を供給し、逆に周辺の土地が多湿状態にある
ときは、地中より水を集排水することにより多湿環境を
整える作用をする。このような作用は、孔径0.5〜5
mの細孔を毛管現象等により水が移動することに起因す
る。<Function> With such a structure, when the land around the waterway has a humidity condition that allows water to be absorbed by the permeable inorganic blocks that make up the waterway, water passes through the many pores and absorbs water from the inside of the waterway to the nearby land. Conversely, when the surrounding land is humid, it collects and drains water from underground, helping to create a humid environment. Such an effect is observed when the pore size is 0.5 to 5.
This is due to the movement of water through the pores of m due to capillary action.
〈実施例〉 以下図面によって本発明の実施例を詳細に説明する。<Example> Embodiments of the present invention will be described in detail below with reference to the drawings.
第1図〜第3図はそれぞれ本発明の実施例を示す断面斜
視図である。1 to 3 are cross-sectional perspective views showing embodiments of the present invention, respectively.
第1図は本発明の第1実施例を示している。この例は水
路(1)の施工に際して、全体が透水性の無機質ブロッ
ク(2)を所定間隔に配置した後、 コンクリートを打
設して一体化したものである。水路側面や底面にぐり石
(3)を用いて通水機能を内部でも保つようにしている
。FIG. 1 shows a first embodiment of the invention. In this example, when constructing a waterway (1), inorganic blocks (2), which are entirely water-permeable, are placed at predetermined intervals and then concrete is poured to integrate them. The water flow function is maintained internally by using sink stones (3) on the sides and bottom of the waterway.
第2図は本発明の第2実施例を示すものである。FIG. 2 shows a second embodiment of the invention.
この例は水路(1)を周縁部が無気孔状態に縁取りされ
た透水性無機質ブロック(2)によって構成したもので
ある。水路のほぼ全域が透水性になっている。In this example, a water channel (1) is constructed of a water-permeable inorganic block (2) whose peripheral edge is bordered in a porous state. Almost the entire waterway is permeable.
第3図は本発明の第3実施例を示すものである。FIG. 3 shows a third embodiment of the present invention.
この例は水路(1)のほぼ全体を透水性無機質ブロック
(2)によって形成したものである。水路のほぼ全域が
透水性になっている。補強のために配筋(4)が適度な
間隔でなされている。In this example, almost the entire water channel (1) is formed of a water-permeable inorganic block (2). Almost the entire waterway is permeable. Reinforcements (4) are placed at appropriate intervals for reinforcement.
〈発明の効果〉
本発明は以上のような構造であるから、水路周辺の土地
が水を吸収可能な湿度条件にあるときは多数の細孔が水
を通して水路内より付近の土地へ水を供給し、逆に、周
辺の土地が多湿状態にあるときは地中より水を集排水す
ることにより多湿環境を整える効果が得られた。<Effects of the Invention> Since the present invention has the above-described structure, when the land around the waterway has a humidity condition that allows it to absorb water, water is supplied from the inside of the waterway to the nearby land through the large number of pores. On the other hand, when the surrounding land is humid, collecting and draining water from underground has the effect of creating a humid environment.
第1図〜第3図はそれぞれ本発明の実施例を示す断面斜
視図である。
(1)水路 (2)無機質ブロック(3)
ぐり石 (4)配筋
以上1 to 3 are cross-sectional perspective views showing embodiments of the present invention, respectively. (1) Waterway (2) Inorganic block (3)
(4) More than reinforcement
Claims (1)
る透水性無機質ブロック(2)で水路(1)の側面又は
底面を形成したことを特徴とする透水性水路。1. A water-permeable waterway characterized in that the side or bottom surface of the waterway (1) is formed of a water-permeable inorganic block (2) having a large number of pores, most of which have a diameter of 0.5 to 5 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11310387A JPS63277331A (en) | 1987-05-09 | 1987-05-09 | Water permeable water channel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP11310387A JPS63277331A (en) | 1987-05-09 | 1987-05-09 | Water permeable water channel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS63277331A true JPS63277331A (en) | 1988-11-15 |
Family
ID=14603558
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP11310387A Pending JPS63277331A (en) | 1987-05-09 | 1987-05-09 | Water permeable water channel |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63277331A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02249227A (en) * | 1989-03-22 | 1990-10-05 | Nec Corp | Short time heat treating method |
| JPH03285283A (en) * | 1990-03-31 | 1991-12-16 | Furukawa Electric Co Ltd:The | Formation of tape-wound mold connection part |
| JPH0446124U (en) * | 1990-08-17 | 1992-04-20 |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS52107935A (en) * | 1976-02-25 | 1977-09-10 | Noboru Fuchigami | Block having planting possibility |
-
1987
- 1987-05-09 JP JP11310387A patent/JPS63277331A/en active Pending
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS52107935A (en) * | 1976-02-25 | 1977-09-10 | Noboru Fuchigami | Block having planting possibility |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02249227A (en) * | 1989-03-22 | 1990-10-05 | Nec Corp | Short time heat treating method |
| JPH03285283A (en) * | 1990-03-31 | 1991-12-16 | Furukawa Electric Co Ltd:The | Formation of tape-wound mold connection part |
| JPH0446124U (en) * | 1990-08-17 | 1992-04-20 |
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