JPS6011939Y2 - Underdrain drainage structure - Google Patents

Underdrain drainage structure

Info

Publication number
JPS6011939Y2
JPS6011939Y2 JP10259180U JP10259180U JPS6011939Y2 JP S6011939 Y2 JPS6011939 Y2 JP S6011939Y2 JP 10259180 U JP10259180 U JP 10259180U JP 10259180 U JP10259180 U JP 10259180U JP S6011939 Y2 JPS6011939 Y2 JP S6011939Y2
Authority
JP
Japan
Prior art keywords
drainage
coal combustion
coal
pipe
drainage structure
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.)
Expired
Application number
JP10259180U
Other languages
Japanese (ja)
Other versions
JPS5726435U (en
Inventor
国男 金田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP10259180U priority Critical patent/JPS6011939Y2/en
Publication of JPS5726435U publication Critical patent/JPS5726435U/ja
Application granted granted Critical
Publication of JPS6011939Y2 publication Critical patent/JPS6011939Y2/en
Expired legal-status Critical Current

Links

Landscapes

  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Processing Of Solid Wastes (AREA)

Description

【考案の詳細な説明】 本考案は暗渠排水構造に関するものである。[Detailed explanation of the idea] This invention relates to an underdrain drainage structure.

その目的は暗渠排水管への排水促進作用が大きく、しか
もこの効果持続が半永久的で暗渠排水管の敷設工事を一
度施こせば殆んど永久的に再工事をする必要がないとい
う暗渠排水構造を提供することにある。
The purpose of this is to create a culvert drainage structure that greatly promotes drainage to the culvert drainage pipe, and this effect is semi-permanent. Our goal is to provide the following.

ところで、石油不足の現状において、石炭による火力発
電が国策として再検討されているが、その大きな欠点と
して石炭の燃焼殻の処分問題があり、その廃棄方法が重
大な課題となっている。
By the way, in the current situation of oil shortages, coal-fired power generation is being reconsidered as a national policy, but one of its major drawbacks is the problem of disposing of coal husks, and how to dispose of them has become a serious issue.

本考案の他の目的はこの石炭燃焼殻の廃棄処分に役立つ
暗渠排水構造を提供し石炭による火力発電を促進し、も
って石油不足の緩和を図ろうとするものである。
Another purpose of the present invention is to provide an underdrainage structure useful for the disposal of coal combustion shells, promote coal-fired power generation, and thereby alleviate oil shortages.

近年、農業が近代化され殆んど機械化されつつあるが、
この機械化促進のために農地の大巾な整備が行われつつ
ある。
In recent years, agriculture has been modernized and almost mechanized, but
In order to promote mechanization, extensive improvements are being made to farmland.

この農地整備に際して排水の悪い農地に暗渠排水管を埋
設して排水の良好な農地にすることが全国的な規模で進
められている。
A nationwide effort is underway to improve farmland by burying culvert drainage pipes in poorly drained farmland to improve drainage.

この暗渠排水管は、小孔を無数に穿設した合成樹脂製パ
イプであり、これを農地の地表から50〜70cmの深
さの位置にやや傾斜をもたせて埋めるのであるが、この
パイプの小孔を土壌が閉塞してしまわない様に通常この
パイプの周辺に、モミ殻、木の枝、竹、などを排水促進
用材として埋設しているのである。
This culvert drainage pipe is a synthetic resin pipe with countless small holes drilled in it, and is buried at a depth of 50 to 70 cm from the surface of the farmland with a slight slope. To prevent soil from clogging the holes, materials such as rice husks, tree branches, bamboo, etc. are usually buried around the pipes to promote drainage.

しかし、この様なモミ殻、木の枝、竹などは腐敗しやす
く長期間のうちには土壌化してしまい、その結果パイプ
の小孔を閉塞し、排水促進効果は殆んど無くなり、通常
1呼もすればこの暗渠排水工事をやり直す必要が生じる
のである。
However, these rice husks, tree branches, bamboo, etc. are easy to rot and turn into soil over a long period of time, and as a result, they block the small pores of the pipe and have little effect on promoting drainage. If a call is made, this culvert drainage work will have to be redone.

この暗渠排水工事は国策の一つであるため多額の国費を
補助として出して行われているが、約10年毎にこの様
な重大な国費を使用することは非常に大きな問題である
Since this culvert drainage work is a national policy, a large amount of national funds are used as subsidies, but it is a very big problem to use such important national funds every 10 years or so.

本考案者はこの点に留意して、かつ現在の石油事情と石
炭火力発電の問題も合せて考え、石炭燃焼殻をこの暗渠
排水の促進材として利用したならば一石二鳥の重大な効
果があがることに想致し実験した結果、本考案に達した
のである。
Keeping this in mind, and also considering the current oil situation and the problem of coal-fired power generation, the inventor of this invention believes that if coal combustion shells are used as a material to promote culvert drainage, a significant effect can be achieved by killing two birds with one stone. As a result of experimenting with this idea, we came up with this idea.

すなわち、暗渠排水管の周辺に適度な大きさに粉砕した
石炭燃焼殻を埋設したことを特徴とする暗渠排水構造を
考案するに至ったのである。
In other words, they came up with an underdrain drainage structure characterized by burying coal combustion shells crushed to an appropriate size around the underdrain drainage pipe.

本考案を図面を参照して説明する。The present invention will be explained with reference to the drawings.

第1図は本考案構造の1実施例の断面図である。FIG. 1 is a sectional view of one embodiment of the structure of the present invention.

第2図は本考案構造の他の実施例の断面図である。FIG. 2 is a sectional view of another embodiment of the structure of the present invention.

これらの図の様に本考案は、農地1に溝2を設けて、こ
の溝2内に排水パイプ3を敷き、この排水パイプ3の周
辺に適度な大きさに粉砕した石炭燃焼殻4を埋め込んだ
ものとなっている。
As shown in these figures, the present invention provides a groove 2 in a farmland 1, lays a drainage pipe 3 in the groove 2, and embeds coal combustion shells 4 crushed to an appropriate size around the drainage pipe 3. It has become a thing.

通常、排水パイプ3の直径は5〜12cm位であり、こ
の周辺には多数の小孔5が穿設されている。
Usually, the diameter of the drain pipe 3 is about 5 to 12 cm, and a large number of small holes 5 are bored around the drain pipe 3.

この排水パイプ3の地表よりの深さは一端側が約5DC
71位で、徐々に傾斜させて他端の排水出口側を約70
cm位の深さになる様に埋められるものである。
The depth of this drainage pipe 3 from the ground surface is approximately 5 DC on one end side.
At the 71st position, gradually slope the other end of the drain outlet side to about 70
It is buried to a depth of about cm.

本考案における石炭燃焼殻4の大きさは、排水パイプ3
の小孔5には入らなくて、しかも通水性が大きくて土壌
がその間隙に流入しにくいものであればよく、通常米粒
大から豆粒大泣の大きさが好ましいものである。
The size of the coal combustion shell 4 in this invention is the size of the drainage pipe 3
It is sufficient that the material does not fit into the small holes 5 and has high water permeability so that it is difficult for soil to flow into the gap, and the preferred size is usually from the size of a grain of rice to the size of a pea.

また、この石炭燃焼殻4は排水パイプ3の上方に多く埋
設した方が好ましく、その使用量は通常ldの容積の石
炭燃焼殻4を20〜3077Lの排水パイプ3の周辺に
埋め込んでやればよい。
Further, it is preferable to bury a large amount of the coal combustion shells 4 above the drain pipe 3, and the amount of coal combustion shells 4 to be used is usually 1 d. .

第1図においては石炭燃焼殻4の上に土壌6が載せられ
ているが、第2図における構造では排水パイプ3の上方
全部が石炭燃焼殻4となっている。
In FIG. 1, soil 6 is placed on top of the coal combustion shell 4, but in the structure shown in FIG. 2, the entire area above the drain pipe 3 is covered with the coal combustion shell 4.

この第2図のものは暗渠排水管の埋設機械を使用して排
水パイプ3と石炭燃焼殻4とを同時に機械的に埋設した
ものである。
In the case shown in FIG. 2, a drainage pipe 3 and a coal combustion shell 4 are mechanically buried at the same time using a culvert drainage pipe burying machine.

第1図の溝2の巾は約20cm位であり、第2図の溝2
の巾は上部が約10cm位で下部の直径は約15ci位
である。
The width of the groove 2 in Fig. 1 is about 20 cm, and the width of the groove 2 in Fig. 2 is about 20 cm.
The width at the top is about 10cm and the diameter at the bottom is about 15cm.

本考案は以上の如きものであり、従来暗渠排水において
排水パイプの周辺に排水促進材として用いられていたモ
ミ酸、木の枝、竹、などの代りに石炭燃焼殻を使用した
というものである。
The present invention is as described above, and uses burnt coal husks instead of momic acid, tree branches, bamboo, etc., which were conventionally used as drainage accelerator materials around drainage pipes in culvert drainage. .

この石炭燃焼殻は比較的軽く運搬も楽であり、また腐敗
することは全くなく埋設状態が変化することもなく半永
久的に排水促進を行ない排水パイプの小孔を閉塞するこ
とは全くないものである。
These coal combustion shells are relatively light and easy to transport, and they do not rot or change their buried condition, promoting drainage semi-permanently and never clogging small holes in drainage pipes. be.

また、その排水促進効果も、この石炭燃焼殻の形状が全
く不揃いでありしたがってこれを押し詰めて埋めても空
隙つまり通水孔ができやすく、きわめてすぐれた通水性
が得られるのである。
Furthermore, the effect of promoting drainage is that the shape of the coal combustion shells is completely irregular, so even if they are packed together, voids or water passage holes are likely to be formed, resulting in extremely excellent water permeability.

この様に本考案は石炭燃焼殻という腐敗性のない粒状体
を使用するため暗渠排水は永久的であり、1呼毎に暗渠
排水工事をやり直さねばならなかった従来の構造に比べ
てその効果は非常に甚大である。
In this way, since the present invention uses non-perishable granular material called coal combustion shells, the underdrain drainage is permanent, and its effectiveness is lower than that of the conventional structure in which the underdrain drainage work had to be redone every time. It is extremely large.

しかも、本考案に使用する石炭燃焼殻は、現在、国策と
して推進されている石炭火力発電より生じる廃棄物であ
り、将来、石油火力発電の約25%をこの石炭火力発電
に切換えるという国の計画において最も大きな障害であ
った石炭燃焼殻の廃棄処分という問題を、本考案は解決
するものであり、石油不足事情に対処する一手段として
きわめて有効な考案であり、前記の永久的暗渠排水性能
と合せて一石二鳥の重大な利益をもたらすものである。
Moreover, the coal combustion shells used in this invention are waste generated from coal-fired power generation, which is currently being promoted as a national policy, and the country plans to switch about 25% of oil-fired power generation to coal-fired power generation in the future. This invention solves the problem of disposing of coal combustion shells, which was the biggest obstacle in the industry, and is an extremely effective device as a means of dealing with the oil shortage situation. Together, this will bring about significant benefits, killing two birds with one stone.

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

第1図は本考案構造のl実施例の断面図である。 第2図は本考案構造の他の実施例の断面図である。 1・・・・・・農地、2・・・・・・溝、3・・・・・
・排水パイプ、4・・・・・・石炭燃焼殻 5・・・・
・・小孔、6・・・・・・土壌。
FIG. 1 is a sectional view of an embodiment of the structure of the present invention. FIG. 2 is a sectional view of another embodiment of the structure of the present invention. 1... Farmland, 2... Ditch, 3...
・Drainage pipe, 4... Coal combustion shell 5...
...Small hole, 6...Soil.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 暗渠排水管の周辺に適度な大きさに粉砕した石炭燃焼殻
を埋設したことを特徴とする暗渠排水構造。
This culvert drainage structure is characterized by burying coal combustion shells crushed into appropriate sizes around the culvert drainage pipe.
JP10259180U 1980-07-18 1980-07-18 Underdrain drainage structure Expired JPS6011939Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10259180U JPS6011939Y2 (en) 1980-07-18 1980-07-18 Underdrain drainage structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10259180U JPS6011939Y2 (en) 1980-07-18 1980-07-18 Underdrain drainage structure

Publications (2)

Publication Number Publication Date
JPS5726435U JPS5726435U (en) 1982-02-10
JPS6011939Y2 true JPS6011939Y2 (en) 1985-04-19

Family

ID=29464012

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10259180U Expired JPS6011939Y2 (en) 1980-07-18 1980-07-18 Underdrain drainage structure

Country Status (1)

Country Link
JP (1) JPS6011939Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7088536B2 (en) * 2018-04-06 2022-06-21 株式会社ナラ工業 Hydrophobic material for underdrain and its manufacturing method and underdrain using hydrophobic material for underdrain

Also Published As

Publication number Publication date
JPS5726435U (en) 1982-02-10

Similar Documents

Publication Publication Date Title
JPS6011939Y2 (en) Underdrain drainage structure
US2309233A (en) Subirrigation system
CN109956645B (en) Harmless condensation greening bag and method for sludge
CN205756135U (en) A kind of trees irrigation rig
CN207252336U (en) Greenhouse gardening system
JP2526612Y2 (en) Revetment storage block and revetment
JPH055882Y2 (en)
RU2630241C1 (en) Method for establishing polygons of solid domestic wastes in distributed areas of multi-yellow soils
CN214613898U (en) Hydrophilic seton step type ecological bank protection structure based on existing vertical retaining wall
CN210684738U (en) Domatic ecological remediation structure
CN215252661U (en) Soil and water conservation structure that hydraulic engineering used
JPS6123093Y2 (en)
JP3030733U (en) Small animal hoistway constructed with haze side wall
JPS5839490B2 (en) How to treat rainwater, sewage or liquid fertilizer in soil
KR200253615Y1 (en) Mold for concrete foundation work of street light support
JP3025819U (en) Wastewater treatment equipment
JPS6434941U (en)
JP2623231B2 (en) Planting structure of aquatic plants
JPH0745615Y2 (en) Woodworking method retention device
RU2036570C1 (en) Method for preventing downflow of sewage from animal-breeding farms and complexes
JPH0734039U (en) Underdrain drainage pipe
JPS6049722A (en) Vegitation due to cylindrical vegitative body
JPH0144588Y2 (en)
JPS63542A (en) Underground embedding type water pervious water storage tankstructure
JP3037350U (en) Fish reef block using nonstandard concrete products