JPH042183Y2 - - Google Patents
Info
- Publication number
- JPH042183Y2 JPH042183Y2 JP7006888U JP7006888U JPH042183Y2 JP H042183 Y2 JPH042183 Y2 JP H042183Y2 JP 7006888 U JP7006888 U JP 7006888U JP 7006888 U JP7006888 U JP 7006888U JP H042183 Y2 JPH042183 Y2 JP H042183Y2
- Authority
- JP
- Japan
- Prior art keywords
- block
- main body
- shaped groove
- bottom plate
- receiving part
- 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
Links
- 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 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 16
- 230000002262 irrigation Effects 0.000 description 11
- 238000003973 irrigation Methods 0.000 description 11
- 241000209094 Oryza Species 0.000 description 5
- 235000007164 Oryza sativa Nutrition 0.000 description 5
- 235000009566 rice Nutrition 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 239000003621 irrigation water Substances 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 239000002689 soil Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Landscapes
- Sewage (AREA)
Description
【考案の詳細な説明】
(産業上の利用分野)
本考案は、落差のある用水や排水など水路用の
受台ブロツクの改良に関するものである。[Detailed Description of the Invention] (Field of Industrial Application) The present invention relates to an improvement of a pedestal block for waterways such as irrigation water and drainage with a head.
(従来の技術)
一般に、水田のほ場整備を行う場合、道路に沿
つて設けられた大用水路から分水して、水田に導
く小用水路が施工される。(Prior Art) Generally, when improving a rice field, a small irrigation canal is constructed to divert water from a large irrigation canal provided along a road and lead it to the rice field.
この場合、道路の側縁に沿つて流れる大用水路
と、水田側の小用水路とは落差があるため法面に
落差溝が設けられる。 In this case, there is a head difference between the large canal that flows along the side edge of the road and the small irrigation canal on the rice field side, so a drop groove is provided on the slope.
この落差溝は大用水路と小用水路が垂直な場合
には、法面に沿つた上下方向の傾斜だけであるの
で施工は容易である。しかしながら道路が曲つて
これに沿つて大用水路が湾曲している場合、小用
水路は碁盤の目状に施工されているので、法面で
は落差溝が上下方向だけでなく平面的にも傾斜し
て施工しなければならない。 When the major irrigation channel and the minor irrigation channel are perpendicular to each other, this head ditch is easy to construct because it only slopes vertically along the slope. However, if the road is curved and the major irrigation canal curves along this curve, the minor irrigation canals are constructed in a grid pattern, so on the slope, the head ditch slopes not only vertically but also in plane. Must be constructed.
このような平面的に傾斜した落差溝を施工する
場合、従来は第7図および第8図に示すように形
成されている。 When constructing such a vertically inclined drop groove, it has conventionally been formed as shown in FIGS. 7 and 8.
大用水路側の取水口から導かれたU字溝1を先
端側の曲つた受台ブロツク2で支持し、更にここ
と水田側に設けた受台ブロツク3で、法面4に沿
つて設けたU字溝1を支持して落差溝5が形成さ
れている。 A U-shaped groove 1 led from the water intake on the main canal side is supported by a curved pedestal block 2 on the tip side, and furthermore, a pedestal block 3 installed here and on the paddy field side is installed along the slope 4. A drop groove 5 is formed to support the U-shaped groove 1.
更に水田側に設けた受台ブロツク3,6で内幅
の大きいU字溝7を支持して用水静水池8が形成
され、落差溝5を流れ落ちて来た用水の勢いを静
めて、小用水路9に導くようになつている。 Furthermore, an irrigation still water pond 8 is formed by supporting the U-shaped groove 7 with a large inner width using pedestal blocks 3 and 6 provided on the rice field side, and the force of the irrigation water flowing down the head groove 5 is calmed down to form a small irrigation canal. It is designed to lead to 9.
従来の受台ブロツク2は第7図に示すように先
端側が角度αで曲つて形成され、数種類の角度の
ものが用意されているが、施工する落差溝5の取
付傾斜角度βは、大用水路が道路に沿つて湾曲し
ている場合など土地の状態によつてその角度βは
様々であり、規定の受台ブロツク2の角度αと一
致しないことが多い。 As shown in Fig. 7, the conventional pedestal block 2 has its tip end bent at an angle α, and several types of angles are available. The angle β varies depending on the state of the land, such as when the block is curved along a road, and often does not match the prescribed angle α of the pedestal block 2.
この場合、従来は落差溝5の傾斜角度βに合せ
て受台ブロツク2の先端側の側壁内面2Aを削つ
て修正し、現場合せを行つているため極めて施工
性が悪い欠点があつた。 In this case, conventionally, the inner surface 2A of the side wall on the tip side of the pedestal block 2 has been modified by cutting to match the inclination angle β of the drop groove 5, and the current alignment has been carried out, which has had the disadvantage of extremely poor workability.
また静水池8も2個の受台ブロツク3,6と大
きなU字溝7を組合せているので、同様に施工性
が悪い上、静水池8の出口側で大きな段差部10
があるので大雨が降つたときに、この段差部10
で水が衝突して外に跳ね、周辺の土を流してしま
う問題があつた。 Furthermore, since the still water pond 8 also combines two pedestal blocks 3 and 6 with a large U-shaped groove 7, construction workability is similarly poor, and there is a large stepped portion 10 on the outlet side of the still water pond 8.
Because of this, when it rains heavily, this step 10
There was a problem where water collided with the building and splashed outside, washing away the surrounding soil.
(考案が解決しようとする問題点)
本考案はかかる点に鑑みなされたもので、現場
の状態に合せて任意の傾斜角度で落差溝の施工を
行え、現場での作業性を大幅に向上させた水路用
受台ブロツクを提供するものである。(Problems to be solved by the invention) The present invention has been devised in view of the above points, and allows the construction of head grooves at any angle of inclination according to the site conditions, greatly improving work efficiency on site. The present invention provides a pedestal block for waterways.
(問題点を解決するための手段)
本考案は断面U字形状をなす本体部の水路底部
の前面に、平面が先端側に向つて幅狭に形成さ
れ、且つ上面が先端側に向つて下方に傾斜したU
字溝受部を突設すると共に、このU字溝受部の下
方に間隔を置いて底板を本体部の前面に突設した
本体ブロツクと、断面L字形状をなし底板が先端
側に向つて平面幅狭に形成された2個の側壁ブロ
ツクとから成ることを特徴とするものである。(Means for Solving the Problems) The present invention has a main body having a U-shaped cross section, on the front surface of the bottom of the channel, a flat surface that becomes narrower toward the tip, and an upper surface that extends downward toward the tip. U inclined to
The main body block has a protruding U-shaped groove receiving part and a bottom plate protruding from the front of the main body at a distance below the U-shaped groove receiving part, and has an L-shaped cross section with the bottom plate facing toward the tip side. It is characterized by consisting of two side wall blocks formed narrow in plane width.
(作用)
本考案の水路用受台ブロツクは、法面の落差溝
を施工する場合、取水口側から導かれたU字溝を
本体ブロツクで支持させ、落差溝となる傾斜して
配置したU字溝の上端をU字溝受部に支持させ
る。(Function) When constructing a drop groove on a slope, the waterway pedestal block of the present invention supports a U-shaped groove led from the water intake side with the main block, and forms a U-shaped groove arranged at an angle to form a drop groove. The upper end of the groove is supported by the U-shaped groove receiver.
この後、本体ブロツクの前面に突設した底板
に、U字溝を両側から挟むように、その傾斜角度
に合せて側壁ブロツクを設置し、その底板を前記
U字溝受部の下方の間隔部に差し込んでモルタル
で固定する。 After this, side wall blocks are installed on the bottom plate protruding from the front surface of the main body block so as to sandwich the U-shaped groove from both sides, according to the inclination angle of the bottom plate, and the bottom plate is inserted into the space below the U-shaped groove receiving part. Insert and secure with mortar.
このように本考案では受台ブロツクが、本体ブ
ロツクと2個の左右側壁ブロツクの3個で形成さ
れ、側壁ブロツクの取付角度を調整することによ
り任意の傾斜角度で落差溝を施工することができ
る。 In this way, in the present invention, the pedestal block is formed of three pieces: the main body block and two left and right side wall blocks, and by adjusting the mounting angle of the side wall blocks, it is possible to construct a drop groove at any inclination angle. .
(実施例)
以下、本考案の一実施例を第1図乃至第4図を
参照して詳細に説明する。(Embodiment) Hereinafter, an embodiment of the present invention will be described in detail with reference to FIGS. 1 to 4.
第1図は本体ブロツク11と角度調整用の側壁
ブロツク12を示すもので、本体ブロツク11
は、断面U字形状をなす本体部13の水路底部の
前面に、平面が先端側(流出側)に向つて幅狭に
形成された台形状をなし、且つ上面が先端側に向
つて下方に傾斜した切頭四角錐状のU字溝受部1
4が突設されている。また本体部13の前面に
は、U字溝受部14の下方に間隔部15を設けて
平板状の底板16が突設されている。 Figure 1 shows the main body block 11 and the side wall block 12 for angle adjustment.
The main body part 13 has a U-shaped cross section, and has a trapezoidal shape in which the width narrows toward the tip side (outflow side) on the front surface of the bottom of the water channel of the main body 13, and the upper surface tapers downward toward the tip side. U-shaped groove receiving part 1 in the shape of an inclined truncated square pyramid
4 is provided protrudingly. Further, a flat bottom plate 16 is provided on the front surface of the main body part 13 with a spacer part 15 provided below the U-shaped groove receiving part 14 .
また側壁ブロツク12は左右2個あり、断面L
字形状をなし、底板17が平面台形状をなしてい
る。 In addition, there are two side wall blocks 12 on the left and right, and the cross section L
The bottom plate 17 has a trapezoidal shape.
また水田側に設置した静水池ブロツク18は第
3図および第4図に示すように断面がU字形状を
なす本体部19の後端側(流入側)に平板状の底
板20が突設され、更に本体部19の底板21の
先端側は(流出側)がゆるやかに上昇し、小用水
路9の底部に一致していると共に、流出側に向つ
て水路が絞られている。 Furthermore, as shown in FIGS. 3 and 4, the still water pond block 18 installed on the rice field side has a flat bottom plate 20 protruding from the rear end side (inflow side) of the main body 19, which has a U-shaped cross section. Further, the tip end side (outflow side) of the bottom plate 21 of the main body part 19 rises gently, and coincides with the bottom of the small irrigation waterway 9, and the waterway is narrowed toward the outflow side.
この本体ブロツク11と側壁ブロツク12を組
合せて法面4の上部側の受台ブロツク2を施工す
る場合、第2図に示すように先ず本体ブロツク1
1を設置し、取水口側から導かれたU字溝1を断
面U字形状の本体部13に取付ける。 When constructing the pedestal block 2 on the upper side of the slope 4 by combining the main body block 11 and the side wall block 12, first the main body block 1 is constructed as shown in FIG.
1 is installed, and the U-shaped groove 1 led from the water intake side is attached to the main body part 13 having a U-shaped cross section.
次に法面4に沿つてU字溝1を設置し、現場の
状態に合せて傾斜角度βで、U字溝1の上端を本
体ブロツク11に突設したU字溝受部14に支持
させ、水田側の下端を静水池ブロツク18の底板
20の上に支持させる。 Next, a U-shaped groove 1 is installed along the slope 4, and the upper end of the U-shaped groove 1 is supported by a U-shaped groove receiving part 14 protruding from the main body block 11 at an inclination angle β according to the site condition. , the lower end of the paddy field side is supported on the bottom plate 20 of the still water pond block 18.
次に第2図に示すように底板16の両側に補助
ブロツク22,22を置き、この上に側壁ブロツ
ク12,12をU字溝1を両側から挟むように設
置し、その台形状の底板17,17を、U字溝受
部14と底板16との間の間隙部15に差し込ん
で、角度βに調整し、隙間にモルタルを詰めて固
定する。 Next, as shown in FIG. 2, auxiliary blocks 22, 22 are placed on both sides of the bottom plate 16, and side wall blocks 12, 12 are placed on top of these so as to sandwich the U-shaped groove 1 from both sides, and the trapezoidal bottom plate 17 , 17 are inserted into the gap 15 between the U-shaped groove receiving part 14 and the bottom plate 16, the angle is adjusted to β, and the gap is filled with mortar and fixed.
また静水池ブロツク18の底板20に支持させ
たU字溝1の下端側は第3図に示すように、その
両側から側壁ブロツク12,12の角度を調整し
て挟み、同様にモルタルで固定する。 Further, the lower end side of the U-shaped groove 1 supported by the bottom plate 20 of the still water pond block 18 is sandwiched by adjusting the angle of the side wall blocks 12, 12 from both sides as shown in Fig. 3, and similarly fixed with mortar. .
従つて、このように施工する受台ブロツク2
は、従来の如く現場での修正が不要で、落差溝5
の傾斜角度βに合せて受台ブロツク2を容易に施
工することができる。 Therefore, the pedestal block 2 constructed in this way
The head groove 5
The pedestal block 2 can be easily constructed in accordance with the inclination angle β.
また静水池ブロツク18も一体構成であり、施
工が容易でU字溝1の下端支持部の角度調整も容
易である。 Furthermore, the still water pond block 18 is also integrally constructed, and construction is easy, and the angle of the lower end support portion of the U-shaped groove 1 can be easily adjusted.
また流出側の底板21がゆるやかに上昇し段差
部がなく、水路が絞られているので、小用水路9
側に滑らかに流れ、大雨が降つても水の飛散によ
る周辺の土の流出を防止することもできる。 In addition, the bottom plate 21 on the outflow side rises gently, there is no step, and the waterway is narrowed, so the small irrigation waterway 9
It flows smoothly to the sides, and even during heavy rain, it prevents the surrounding soil from being washed away due to water splashing.
第5図は本考案の他の実施例を示すもので、本
体ブロツク11に突設したU字溝受部14の平面
形状を半割楕円状に形成したもので、また第6図
は側壁ブロツク12の底板17の平面形状を半割
楕円形に形成して、角度調整を容易にしたもので
ある。 Fig. 5 shows another embodiment of the present invention, in which the planar shape of the U-shaped groove receiving part 14 protruding from the main body block 11 is formed into a half-ellipse shape, and Fig. 6 shows a side wall block. The planar shape of the bottom plate 17 of 12 is formed into a half-ellipse shape to facilitate angle adjustment.
なお上記実施例では用水の落差溝を施工する場
合の実施例について示したが、排水側の落差溝に
も同様に適用することができる。 In addition, although the above-mentioned example showed the example in the case of constructing the head groove of irrigation water, it can be similarly applied to the head groove of the drainage side.
また底板16の横に設置する補助ブロツク22
は必要に応じて用いれば良い。 In addition, an auxiliary block 22 installed next to the bottom plate 16
may be used as necessary.
(考案の効果)
以上説明した如く、本考案に係る水路用受台ブ
ロツクによれば、本体ブロツクと側壁ブロツクと
を組合せ、しかも組合せ部分は任意の傾斜に調整
できるように先端側が幅狭に形成されているの
で、現場の状況に合せて任意の傾斜で落差溝が施
工でき、作業性に優れていると共に、施工費を大
幅に削減することができる。(Effect of the invention) As explained above, according to the waterway pedestal block according to the invention, the main body block and the side wall block are combined, and the combined part is formed narrow at the tip side so that the inclination can be adjusted as desired. Because of this, the head ditch can be constructed at any inclination that suits the site conditions, providing excellent workability and significantly reducing construction costs.
第1図乃至第4図は本考案の一実施例を示すも
ので、第1図は受台ブロツクを分解して示す斜視
図、第2図は受台ブロツクの斜視図、第3図は用
水落差溝の平面図、第4図は第3図の側面図、第
5図は他の実施例による本体ブロツクの平面図、
第6図は側壁ブロツクの平面図、第7図は従来の
用水落差溝を示す平面図、第8図は第7図の側面
図である。
1,7……U字溝、2……受台ブロツク、4…
…法面、5……落差溝、11……本体ブロツク、
13……本体部、14……U字溝受部、12……
側壁ブロツク、16,17……底板、18……静
水池ブロツク。
Figures 1 to 4 show one embodiment of the present invention. Figure 1 is an exploded perspective view of the pedestal block, Figure 2 is a perspective view of the pedestal block, and Figure 3 is a water supply system. FIG. 4 is a side view of FIG. 3, FIG. 5 is a plan view of a main body block according to another embodiment,
6 is a plan view of the side wall block, FIG. 7 is a plan view showing a conventional water head groove, and FIG. 8 is a side view of FIG. 7. 1, 7... U-shaped groove, 2... pedestal block, 4...
... Slope, 5 ... Drop groove, 11 ... Main body block,
13...Main body part, 14...U-shaped groove receiving part, 12...
Side wall block, 16, 17...bottom plate, 18...still water pond block.
Claims (1)
に、平面が先端側に向つて幅狭に形成され、且つ
上面が先端側に向つて下方に傾斜したU字溝受部
を突設すると共に、このU字溝受部の下方に間隔
をおいて底板を本体部の前面に突設した本体ブロ
ツクと、断面L字形状をなし底板が先端側に向つ
て平面幅狭に形成された2個の側壁ブロツクとか
ら成り、前記U字溝受部を両側から挟むように左
右の側壁ブロツクを任意の角度に調整して本体ブ
ロツクの底板に載置することを特徴とした水路用
受台ブロツク。 A U-shaped groove receiving part is protruded from the front surface of the bottom of the water channel of the main body having a U-shaped cross section, and the flat surface becomes narrower toward the distal end, and the upper surface slopes downward toward the distal end. , a main body block with a bottom plate protruding from the front of the main body at an interval below this U-shaped groove receiving part, and two blocks each having an L-shaped cross section and a bottom plate that becomes narrower in plane width toward the tip side. and a side wall block, and the right and left side wall blocks are adjusted to an arbitrary angle and placed on the bottom plate of the main block so as to sandwich the U-shaped groove receiving part from both sides.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7006888U JPH042183Y2 (en) | 1988-05-27 | 1988-05-27 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7006888U JPH042183Y2 (en) | 1988-05-27 | 1988-05-27 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01176127U JPH01176127U (en) | 1989-12-15 |
| JPH042183Y2 true JPH042183Y2 (en) | 1992-01-24 |
Family
ID=31295325
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7006888U Expired JPH042183Y2 (en) | 1988-05-27 | 1988-05-27 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH042183Y2 (en) |
-
1988
- 1988-05-27 JP JP7006888U patent/JPH042183Y2/ja not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01176127U (en) | 1989-12-15 |
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