JPS6059218A - Concrete footpath for rice paddy field - Google Patents
Concrete footpath for rice paddy fieldInfo
- Publication number
- JPS6059218A JPS6059218A JP16726383A JP16726383A JPS6059218A JP S6059218 A JPS6059218 A JP S6059218A JP 16726383 A JP16726383 A JP 16726383A JP 16726383 A JP16726383 A JP 16726383A JP S6059218 A JPS6059218 A JP S6059218A
- Authority
- JP
- Japan
- Prior art keywords
- paddy field
- water channel
- footpath
- water
- area
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B13/00—Irrigation ditches, i.e. gravity flow, open channel water distribution systems
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C15/00—Pavings specially adapted for footpaths, sidewalks or cycle tracks
Landscapes
- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
Abstract
Description
【発明の詳細な説明】 本発明は水田の畔道に関するものである。[Detailed description of the invention] The present invention relates to a rice field road.
水田については従来は地盤の高底や、周囲の形状により
、水田そのものゝ形態が異り、従つて畔道が不規則であ
つたが、最近は殆んど地盤整理事業により一変して大型
水田となり、畔道も一変して直線化され、大型機械によ
る作業が可能となり、水田一枚の面積も大面積となり、
大農化しつゝあります。しかし畔道は従来通りで改良さ
れておりません。In the past, the rice fields themselves differed in shape depending on the high bottom of the ground and the shape of the surrounding area, and therefore the banks were irregular, but recently, this has completely changed due to ground clearance projects, and large rice fields have been formed. As a result, the roads along the banks were completely changed and made straighter, making it possible to use large machines for work, and the area of each paddy field became larger.
It is becoming a big agricultural industry. However, the road along the road remains the same as before and has not been improved.
畔道は毎年春先に、その上皮を削り、田植前にその削り
取つた分を鍬でその上に泥土を塗り、力を入て丁寧にな
で付るもので、各作業が機械化された今では、農家の最
も苦しい作業となつております。又年23回は草刈が必
要であり、又野ねずみ、や害虫の巣となり、その上病菌
の保在の役もする。是非改良が必要とするものでありま
す。In the early spring of every year, the surface of the rice paddies is scraped off, and before rice planting, the scraped area is covered with mud using a hoe, and the soil is carefully smoothed down using force.Nowadays, each work has been mechanized. This has become the most difficult work for farmers. The grass needs to be mowed 23 times a year, and it becomes a nest for field mice and pests, and it also acts as a reservoir for disease germs. This is something that definitely needs improvement.
本案は以上の如き理由により、最良の方法として発案さ
れました。面積の拡大に伴い、畔道も延長し田で現場作
業を行うには、土地の軟弱により困難である。よつて適
当の長さで工場製作し運搬して接続延長するが得作と思
はれる。本案はその目的で思考し、設計された。第2図
第3図の断面に於て、高25cm内外、上端20cm内
外のコンクリートブロツクの中間にカムリ3cm内外を
保つて径9〜10cm位のパイプ(1)を埋込必要箇所
に応じてパイプ下方に内部の通じた小枝パイプ(2)を
コンクリート外面迄とづく称取付る。(第4図、第5図
第6図)
ブロツクの接続面について、第7図、第8図、第9図の
(3)の如きコ型突出部及第10図第11図第12図の
コ型溝(4)を上記突出部と同形同大に設ける。This proposal was proposed as the best method for the reasons mentioned above. As the area expands, the roads along the banks have also been extended, making it difficult to carry out field work in the fields due to the softness of the land. Therefore, it would be a good idea to manufacture the appropriate length in a factory, transport it, and extend the connection. This project was conceived and designed with that purpose in mind. In the cross section of Fig. 2 and Fig. 3, embed a pipe (1) with a diameter of about 9 to 10 cm between the concrete blocks with a height of 25 cm inside and outside, and a top end of 20 cm inside and outside, keeping the Camry 3 cm inside and outside. Attach a twig pipe (2) with an internal connection downwards to the outer surface of the concrete. (Figs. 4, 5, and 6) Regarding the connection surface of the block, there are U-shaped protrusions as shown in (3) in Figs. 7, 8, and 9, and as shown in Figs. A U-shaped groove (4) is provided in the same shape and size as the protrusion.
以上の如き構成であるから、場所に応じ自由に接続延長
して通路兼水路として使用出来る。接続部はよく嵌合さ
せる事。又パイプ(1)の内径と同外径のパイプを双方
に各10cm内外差込ば各面のズレがなく強固で見事な
通路が出来る,上角は勿論面取とする。With the above configuration, it can be freely connected and extended depending on the location and used as a passage and waterway. Make sure the connections fit well. In addition, if you insert pipes with the same outside diameter as the inside diameter of pipe (1) by 10 cm each, you will be able to create a strong and beautiful passage without any misalignment on each side.The upper corners should of course be chamfered.
本発明の効果は目的の部で説明されたがこれを箇條書す
ると。The effects of the present invention were explained in the objective section, but they will be summarized below.
イ、田の面積がふいる(使用分) ロ、労力が大巾に減少する。B. The area of rice fields is increasing (used amount) (b) Labor is greatly reduced.
ハ、野ねずみ,害虫の被害が少くなる。Ha, damage from field mice and pests will be reduced.
ニ、面倒な水の掛引が短時間ですむ(長い通水路の場合
、小パイプ(2)を2,3ケ所付ておきこれを開口する
。)ホ、ブロツクが熱せられるので通水路内の水が温め
られ温水給水により稲の発育上有效力である。D. The troublesome hanging of water is shortened. (In the case of a long water passage, attach two or three small pipes (2) and open them.) E. The block is heated, so the water inside the water passage is heated. The water is heated and the hot water supply is effective for the growth of rice.
第1図は通水器を設けた畔通路正面図
第2図は台形型通路A−A′断面図
第3図は矩形型通路A−A′断面図
第4図は水出口を付けた通路正面図
第5図は同上台形型通路A−A′断面所第6図は同上矩
形型通路A−A′断面図第7図はコ型突起付通路正面図
第8図は同上台形型通路左側面図
第9図は同上矩形型通路左側面図
第10図はコ型溝付通路正面図
第11図は同上台形型通路右側面所
第12図は同上矩形型通路右側面図
1、は通水路、2は水出口 3はコ型突起4、はコ型溝
特許出願人 大橋定蔵Figure 1 is a front view of the bank passageway equipped with a water passage. Figure 2 is a cross-sectional view of the trapezoidal passageway taken along the line A-A'. Figure 3 is a cross-sectional view of the rectangular passageway A-A'. Figure 4 is the passageway with a water outlet. Front view Figure 5 is a cross-sectional view of the trapezoidal passage A-A' as above. Figure 6 is a cross-sectional view of rectangular passage A-A' as above. Figure 7 is a front view of a passage with a U-shaped projection. 10 is a front view of the U-shaped grooved passage. FIG. 11 is a right side view of the trapezoidal passage. FIG. 12 is a right side view of the rectangular passage. Water channel, 2 is water outlet 3 is U-shaped protrusion 4, U-shaped groove Patent applicant Teizo Ohashi
Claims (1)
面が台形又は矩形をなす畔道用通路2.通水路(1)の
必要なケ所に水出口(2)を付けた特許請求の範囲第1
項記載の畔道用通路 3.端部に深さ1cm内外のコ型突起(3)又は同型の
溝(4)を設けた特許請求の範囲第1項記載の田畔道用
通路[Claims] 1. 2. A path for a footpath with a trapezoidal or rectangular cross section and a synthetic resin pipe passageway (1) inside. Claim 1, in which water outlets (2) are provided at necessary locations of the water passage (1).
3. A path for a rice field road according to claim 1, which has a U-shaped protrusion (3) or a groove (4) of the same shape with a depth of about 1 cm at the end.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16726383A JPS6059218A (en) | 1983-09-09 | 1983-09-09 | Concrete footpath for rice paddy field |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP16726383A JPS6059218A (en) | 1983-09-09 | 1983-09-09 | Concrete footpath for rice paddy field |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS6059218A true JPS6059218A (en) | 1985-04-05 |
Family
ID=15846489
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP16726383A Pending JPS6059218A (en) | 1983-09-09 | 1983-09-09 | Concrete footpath for rice paddy field |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6059218A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6356732U (en) * | 1986-09-30 | 1988-04-15 | ||
JPS6386136U (en) * | 1986-11-27 | 1988-06-06 | ||
US8104994B1 (en) * | 2005-02-28 | 2012-01-31 | Donlin James M | Subsoil drainage system |
US8777515B1 (en) | 2005-02-28 | 2014-07-15 | James M. Donlin | Adaptable modular subsoil drainage system |
US9809941B1 (en) | 2014-10-17 | 2017-11-07 | James M. Donlin | Flared modular drainage system with improved surface area |
-
1983
- 1983-09-09 JP JP16726383A patent/JPS6059218A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS6356732U (en) * | 1986-09-30 | 1988-04-15 | ||
JPS6386136U (en) * | 1986-11-27 | 1988-06-06 | ||
US8104994B1 (en) * | 2005-02-28 | 2012-01-31 | Donlin James M | Subsoil drainage system |
US8777515B1 (en) | 2005-02-28 | 2014-07-15 | James M. Donlin | Adaptable modular subsoil drainage system |
US9809941B1 (en) | 2014-10-17 | 2017-11-07 | James M. Donlin | Flared modular drainage system with improved surface area |
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