JPH06299530A - Water channel block - Google Patents

Water channel block

Info

Publication number
JPH06299530A
JPH06299530A JP8443293A JP8443293A JPH06299530A JP H06299530 A JPH06299530 A JP H06299530A JP 8443293 A JP8443293 A JP 8443293A JP 8443293 A JP8443293 A JP 8443293A JP H06299530 A JPH06299530 A JP H06299530A
Authority
JP
Japan
Prior art keywords
water channel
bypass
block
waterway
channel
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.)
Granted
Application number
JP8443293A
Other languages
Japanese (ja)
Other versions
JP3339721B2 (en
Inventor
Takayuki Otsuki
隆行 大月
Jiro Okamoto
治郎 岡本
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.)
RANDESU KK
Original Assignee
RANDESU KK
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 RANDESU KK filed Critical RANDESU KK
Priority to JP08443293A priority Critical patent/JP3339721B2/en
Publication of JPH06299530A publication Critical patent/JPH06299530A/en
Application granted granted Critical
Publication of JP3339721B2 publication Critical patent/JP3339721B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To provide water channel blocks which can be treated just like a prior art water channel block during construction time and to which a bypass water channel is partially installed so as to provide a space designed to breed frogs or the like. CONSTITUTION:A bypass water channel 3, which is formed with a slanted partition 2 which rises from a base plate substantially in parallel to side walls, is installed inside a water channel block skeleton 1 which comprises right and left side walls and a base plate. A dam 4 which stores water is installed to the bypass water channel 3 where stones 5 are laid in the part and through holes 6 and 7 are bore in the side wall 1a of the skeleton 1 or the slanted partition 2.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、水路の一部に水の貯ま
るパイパスを設けることができ、生態系に配慮した水路
用ブロックに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a waterway block in which a bypass for accumulating water can be provided in a part of a waterway and which is ecologically friendly.

【0002】[0002]

【従来の技術】近年の圃場整備の進歩に伴い、蛙等の生
物が少なくなりつつある。水路の三面施工の進行によっ
て、蛙等が繁殖するための環境は失われつつある。従
来、用排水路内へ落下する生物の救出については、例え
ば実願平3-32311号のように、水路内へスロープ状の脱
出路を設けた例がみられる。しかし、水路用ブロツクで
構築された水路内での生物の繁殖、すなわち、産卵、孵
化等については検討が充分に加えられていない。
2. Description of the Related Art With recent advances in field maintenance, the number of living creatures such as frogs is decreasing. The environment for breeding frogs is being lost as the three-way construction of the waterway progresses. Conventionally, as for the rescue of living things that fall into the drainage channel, there is an example in which a slope-shaped escape channel is provided in the channel, as in Japanese Patent Application No. 3-32311. However, sufficient consideration has not been given to the reproduction of organisms in the canals constructed by the canal blocks, that is, spawning and hatching.

【0003】[0003]

【発明が解決しようとする課題】本発明は、施工時には
従来と変わりない水路用ブロックの取扱いができ、施工
後には、水路の一部に蛙等に繁殖の場を提供するバイパ
ス水路部が設けられるタイプの水路用ブロックを提供し
ようとするものである。
DISCLOSURE OF THE INVENTION According to the present invention, a waterway block can be handled in the same manner as before during construction, and after construction, a bypass waterway portion is provided in a part of the waterway to provide a breeding ground for frogs and the like. It is intended to provide a type of waterway block.

【0004】[0004]

【課題を解決するための手段】上記課題を本発明では、
左右の側壁と底版よりなる水路用ブロツクの躯体1の内
部に側壁とほぼ平行に底版より立ち上げた傾斜仕切2に
よりバイパス水路部3を設けたことにより解決した。こ
こにいう傾斜仕切2は、水路用ブロツクの躯体1内にほ
ぼ流れの方向に1ないし複数個設けられ、傾斜仕切2の
一部である裾部2aがブロツク躯体1内のいずれかの部分
で底面付近にあり、これから傾斜したスロープ部2bと更
に頂部2cを有している。この裾部2aとスロープ部2b及び
頂部2cは必ずしも境が明瞭でなくてもよく、例えば、全
体が円弧状に湾曲したものでもよい。スロープは直線的
に傾斜した状態や、階段状、円弧状などでもよく、ま
た、滑りを防止する凹凸を付与してもよい。
According to the present invention, the above problems are solved.
The problem was solved by providing the bypass water channel portion 3 inside the skeleton body 1 of the water channel block composed of the left and right side walls and the bottom slab by the inclined partition 2 raised from the bottom slab substantially parallel to the side walls. The inclined partition 2 referred to here is provided in one or a plurality of in the flow direction in the frame 1 of the block for a water channel, and the skirt portion 2a which is a part of the inclined partition 2 is located in any part of the block body 1. It has a slope portion 2b near the bottom surface, which is inclined from this, and a top portion 2c. The skirt portion 2a, the slope portion 2b, and the top portion 2c do not necessarily have to have clear boundaries, and for example, the whole may be curved in an arc shape. The slope may be in a linearly inclined state, a staircase shape, an arc shape, or the like, and may be provided with unevenness for preventing slippage.

【0005】このバイパス水路部3には、水を貯める堰
4を設けたり、バイパス水路部3内に石5を敷くとよ
い。この堰4はバイパス水路部3にリブ状に設けるのが
好ましいが、バイパス水路部3を水の貯まる構造とする
他の手段、例えば他の部分よりも窪んだ凹部の周囲もこ
こにいう堰である。また、この堰4は水が貯まるように
自然石や擬石を用いて一体成形してもよい。躯体1は側
壁1a又は傾斜仕切2に貫通穴6,7を設けると、より好
ましいものとなる。
It is advisable to provide a weir 4 for storing water in the bypass water channel portion 3 or to lay stones 5 in the bypass water channel portion 3. The weir 4 is preferably provided in the bypass water channel portion 3 in the shape of a rib, but other means for making the bypass water channel portion 3 have a structure for storing water, for example, the weir also referred to here around the recessed portion recessed from other portions. is there. The weir 4 may be integrally formed using natural stone or pseudo stone so that water can be stored. It is more preferable for the body 1 to have through holes 6 and 7 in the side wall 1a or the inclined partition 2.

【0006】[0006]

【作用】水路用ブロツクの躯体1内に傾斜仕切2によっ
てバイパス水路部3を設けた構造であると、躯体1内が
水路の本流路部8と、蛙等に繁殖の場を提供するバイパ
ス水路部3とに傾斜仕切2によって分かれる。この傾斜
仕切2は更に仕切の役目の他に、傾斜仕切2の一部であ
る裾部2aから成長した蛙等がスロープ部2bを登って頂部
2cに達し、ここから水路外へ飛び出して付近の自然へと
巣立っていくことができる。頂部からの飛び出しが困難
な生物に対しては頂部2cとブロック側壁間の橋架けによ
って、同様にスロープ部を利用しての巣立ちができる。
With the structure in which the bypass channel part 3 is provided by the inclined partition 2 in the skeleton body 1 of the channel block, the inside of the skeleton 1 is the main channel part 8 of the channel and the bypass channel which provides a breeding ground for frogs and the like. It is divided into a part 3 and an inclined partition 2. In addition to the function of a partition, this sloping partition 2 also has frogs and the like that have grown from the hem 2a, which is a part of the sloping partition 2, climbing the slope 2b
You can reach 2c, jump out of the waterway from here, and leave the nature nearby. For organisms that are difficult to jump out of the top, a slope between the top 2c and the side wall of the block can similarly be used to make a nest using the slope.

【0007】バイパス水路部3に堰4を設けると、水位
が低下した場合でも本流路部8の水位に関係なくバイパ
ス水路部3内に水が貯まった状態となり、蛙等の生物の
産卵や孵化に有用なものとなる。また、バイパス水路部
3内に自然石や人工の石5を入れたことにより、生物に
隠れ場所を与える等のより自然に近いものとなる。
When the weir 4 is provided in the bypass water channel portion 3, water is stored in the bypass water channel portion 3 regardless of the water level in the main flow channel portion 8 even if the water level is lowered, and spawning or hatching of organisms such as frogs. Will be useful to. In addition, by putting natural stones or artificial stones 5 in the bypass water channel portion 3, it becomes closer to nature such as giving a living place for living things.

【0008】バイパス水路部3側の側壁1aに貫通穴6を
設けておくと、水路外部に根を下ろした草が貫通穴6か
ら水路内へ伸びて水路内に自然景観を保つと共に、蛙等
の生物に餌となる昆虫等の存在を可能にする。
When the through hole 6 is provided in the side wall 1a on the side of the bypass channel 3, grass rooted outside the channel extends from the through hole 6 into the channel to maintain a natural landscape in the channel, and frogs and the like. It enables the existence of insects, etc., which feed the living creatures.

【0009】傾斜仕切2に貫通穴7を設けた場合、水路
の本流路部8とバイパス水路部3とが貫通穴7以上のレ
ベルで水の連通状態となるし、生物の往き来も可能とな
る。
When the through hole 7 is provided in the inclined partition 2, the main flow passage portion 8 of the water passage and the bypass water passage portion 3 are in the water communication state at the level of the through hole 7 or more, and living creatures can come and go. Become.

【0010】[0010]

【実施例】図1は本発明の水路用ブロックの第1実施例
の斜視図、図2は同平面図、図3は図2中A−A部断面
図、図4は同B−B部断面図、図5は同C−C部断面図
である。これらの図にみられるように、この水路用ブロ
ックは左右の側壁と底版によってU字形に形成された水
路用ブロツクの躯体1の内部に、側壁とほぼ平行に傾斜
仕切2を起立状態に設けたことによって、本流路部8と
バイパス水路部3とが存在している。この場合の傾斜仕
切2は中央部が高い山形形状であって、ブロック両端付
近が最も低い裾部2a,2aとなっている。裾部2a,2aは、バ
イパス水路部3の両端すなわちブロック両端付近に設け
られた堰4,4とほぼ同じレベルにある。傾斜仕切2の
中央部の頂部2cはブロックの側壁1aの高さよりも低い位
置にある。頂部2cと両側の裾部2a,2a間にスロープ部2b,
2bが傾斜状態に形成されている。
1 is a perspective view of a first embodiment of a water channel block according to the present invention, FIG. 2 is a plan view thereof, FIG. 3 is a sectional view taken along the line AA in FIG. 2, and FIG. A sectional view and FIG. 5 are sectional views of the same CC section. As shown in these figures, this waterway block is provided with a sloping partition 2 in an upright state inside the skeleton body 1 of the waterway block which is formed in a U shape by the left and right side walls and the bottom plate. As a result, the main flow path section 8 and the bypass water channel section 3 exist. In this case, the inclined partition 2 has a mountain-like shape having a high central portion and has the lowest skirt portions 2a, 2a near both ends of the block. The skirt portions 2a, 2a are at substantially the same level as the weirs 4, 4 provided at both ends of the bypass water channel portion 3, that is, near both ends of the block. The central top 2c of the inclined partition 2 is located lower than the height of the side wall 1a of the block. Between the top portion 2c and the hem portions 2a on both sides, the slope portion 2b,
2b is formed in an inclined state.

【0011】バイパス水路部3は両側に堰4,4がある
ので本流路部8の水位に関係なく常に水が溜った状態に
ある。このバイパス水路部3内に石5を多数個設けてい
る。石5はこの例では自然石である。石と石の間の水中
には蛙が産卵することができるし、孵化したおたまじゃ
くしは外敵から身を隠すこともできる。また、側壁1aに
貫通穴6を設けているので草も生える。なお、隣接する
ブロック間の継手については特に説明しないが、以後の
実施例のいずれにおいても、従来公知の凹凸継手等が採
用できる。
Since the bypass channel 3 has weirs 4, 4 on both sides, water is always accumulated regardless of the water level in the main channel 8. A large number of stones 5 are provided in the bypass water channel portion 3. Stone 5 is a natural stone in this example. Frogs can lay eggs in the water between stones, and hatched tadpoles can hide themselves from foreign enemies. Further, since the through hole 6 is provided in the side wall 1a, grass can grow. The joint between the adjacent blocks will not be described in particular, but a conventionally known concave-convex joint or the like can be used in any of the following embodiments.

【0012】図6(a)は本発明の水路用ブロックの第2
実施例の平面図、(b)は(a)図中D−D部断面図である。
この水路用ブロックは鋸歯状の傾斜仕切2を起立状態に
設けたことによって、本流路部8とバイパス水路部3と
を設けられている。傾斜仕切2は鋸歯状であるから、裾
部2aとスロープ部2b及び頂部2cが2回繰返された形状で
ある。この例ではバイパス水路部3の中間部に堰4を設
けており、複数のブロックを連結することにより、ブロ
ック間に水が貯まるようになっている。側壁1aには貫通
穴を設けていない。しかし、傾斜仕切2に貫通穴7を設
けているので、本流路部8とバイパス水路部3とが貫通
穴7以上のレベルで水の連通状態となる。また、貫通穴
7を通って生物の往き来もできるようになっている。
FIG. 6 (a) is a second block of the waterway block according to the present invention.
The top view of an Example, (b) is DD sectional drawing in (a) figure.
The water channel block is provided with the main flow channel portion 8 and the bypass water channel portion 3 by providing the saw-toothed inclined partition 2 in an upright state. Since the inclined partition 2 has a saw-tooth shape, it has a shape in which the skirt portion 2a, the slope portion 2b, and the top portion 2c are repeated twice. In this example, a weir 4 is provided at an intermediate portion of the bypass water channel portion 3, and water is stored between the blocks by connecting a plurality of blocks. No through hole is provided in the side wall 1a. However, since the inclined partition 2 is provided with the through hole 7, the main flow passage portion 8 and the bypass water passage portion 3 are in the water communication state at a level equal to or higher than the through hole 7. In addition, creatures can also come and go through the through holes 7.

【0013】図7(a)は本発明の水路用ブロックの第3
実施例の平面図、(b)は(a)図中E−E部断面図である。
この水路用ブロックは中間部が凹んだ谷形状の傾斜仕切
2を起立状態に設けている。従って、ブロックの両端部
付近に頂部2c,2cがある。また、側壁1aはこの例では外
方へ膨出させてバイパス水路部3の容積が大になるよう
にしている。側壁1aにも貫通穴6を設け、更に、傾斜仕
切2にも貫通穴7を設けている。いずれの穴も楕円ない
し円形である。
FIG. 7 (a) is a third block diagram of the water channel according to the present invention.
A plan view of the embodiment, (b) is a sectional view taken along line EE in (a).
In this waterway block, a valley-shaped inclined partition 2 having a recessed middle portion is provided in an upright state. Therefore, there are tops 2c, 2c near both ends of the block. Further, in this example, the side wall 1a is bulged outward so that the bypass water channel portion 3 has a large volume. The side wall 1a is also provided with a through hole 6, and the inclined partition 2 is also provided with a through hole 7. All holes are elliptical or circular.

【0014】[0014]

【発明の効果】本発明によって、水路中での蛙等の繁殖
を可能にし、自然環境の保全に寄与する効果が得られ
る。
EFFECTS OF THE INVENTION According to the present invention, it is possible to breed frogs and the like in waterways and to contribute to conservation of the natural environment.

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

【図1】本発明の水路用ブロックの第1実施例の斜視図
である。
FIG. 1 is a perspective view of a first embodiment of a waterway block of the present invention.

【図2】同平面図である。FIG. 2 is a plan view of the same.

【図3】図2中A−A部断面図である。3 is a sectional view taken along line AA in FIG.

【図4】同B−B部断面図である。FIG. 4 is a sectional view taken along line BB of FIG.

【図5】同C−C部断面図である。FIG. 5 is a sectional view of the same CC section.

【図6】(a)は本発明の水路用ブロックの第2実施例の
平面図、(b)は(a)図中D−D部断面図である。
FIG. 6 (a) is a plan view of a second embodiment of a water channel block of the present invention, and FIG. 6 (b) is a sectional view taken along line DD of FIG. 6 (a).

【図7】(a)は本発明の水路用ブロックの第3実施例の
平面図、(b)は(a)図中E−E部断面図である。
FIG. 7 (a) is a plan view of a third embodiment of the water channel block of the present invention, and FIG. 7 (b) is a sectional view taken along line EE in FIG. 7 (a).

【符号の説明】[Explanation of symbols]

1 水路用ブロックの躯体 2 傾斜仕切 3 バイパス水路部 4 堰 5 石 6 貫通穴 7 貫通穴 8 本流路部 1 Skeleton of waterway block 2 Inclined partition 3 Bypass waterway section 4 Weir 5 Stone 6 Through hole 7 Through hole 8 Flow path section

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 左右側壁と底版よりなる水路用ブロツク
の躯体1の内部に側壁とほぼ平行に底版より立ち上げた
傾斜仕切2によりバイパス水路部3を設けたことを特徴
とする水路用用ブロック。
1. A waterway block characterized in that a bypass waterway portion (3) is provided inside a skeleton (1) of a waterway block composed of left and right side walls and a bottom slab by an inclined partition (2) raised from the bottom slab substantially parallel to the side walls. .
【請求項2】 請求項1記載のバイパス水路部3に水を
貯める堰4を設けたことを特徴とする水路用ブロック。
2. A waterway block, wherein the weir 4 for storing water is provided in the bypass waterway portion 3 according to claim 1.
【請求項3】 請求項1記載のバイパス水路部3内に石
5を敷いたことを特徴とする水路用ブロック。
3. A waterway block in which stones 5 are laid in the bypass waterway portion 3 according to claim 1.
【請求項4】 請求項1記載の躯体1の側壁1a又は傾斜
仕切2に貫通穴6,7を設けたことを特徴とする水路用
ブロック。
4. A waterway block, characterized in that through-holes (6, 7) are provided in the side wall (1a) or the inclined partition (2) of the frame (1) according to claim 1.
JP08443293A 1993-04-12 1993-04-12 Waterway block Expired - Fee Related JP3339721B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP08443293A JP3339721B2 (en) 1993-04-12 1993-04-12 Waterway block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP08443293A JP3339721B2 (en) 1993-04-12 1993-04-12 Waterway block

Publications (2)

Publication Number Publication Date
JPH06299530A true JPH06299530A (en) 1994-10-25
JP3339721B2 JP3339721B2 (en) 2002-10-28

Family

ID=13830431

Family Applications (1)

Application Number Title Priority Date Filing Date
JP08443293A Expired - Fee Related JP3339721B2 (en) 1993-04-12 1993-04-12 Waterway block

Country Status (1)

Country Link
JP (1) JP3339721B2 (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09242053A (en) * 1996-03-13 1997-09-16 Hokuetsu:Kk Concrete irrigation canals and concrete blocks for irrigation canals
WO2004038105A1 (en) * 2002-10-25 2004-05-06 Landes Co., Ltd. Block for forming leading passage, and panel member and frame for constructing wall body with leading passage
KR100501076B1 (en) * 2002-08-31 2005-07-18 제일산업 주식회사 Side wallnblock for watercourse
JP2007023695A (en) * 2005-07-20 2007-02-01 Kumagai Gumi Co Ltd Block for firefly habitable water passage and firefly habitable water passage using this block
CN100430558C (en) * 2002-10-25 2008-11-05 蓝德株式会社 Bulk for forming guide path
ITMI20091609A1 (en) * 2009-09-22 2011-03-23 Mariano Marani MODULAR ELEMENT FOR SUPPORTING GRAVITY WALLS.
CN104404922A (en) * 2014-11-24 2015-03-11 长江勘测规划设计研究有限责任公司 Split buttresses trapezoid aqueduct and construction method thereof
CN105780732A (en) * 2016-03-08 2016-07-20 邱学尧 Flood draining side channel

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09242053A (en) * 1996-03-13 1997-09-16 Hokuetsu:Kk Concrete irrigation canals and concrete blocks for irrigation canals
KR100501076B1 (en) * 2002-08-31 2005-07-18 제일산업 주식회사 Side wallnblock for watercourse
WO2004038105A1 (en) * 2002-10-25 2004-05-06 Landes Co., Ltd. Block for forming leading passage, and panel member and frame for constructing wall body with leading passage
CN100430558C (en) * 2002-10-25 2008-11-05 蓝德株式会社 Bulk for forming guide path
JP2007023695A (en) * 2005-07-20 2007-02-01 Kumagai Gumi Co Ltd Block for firefly habitable water passage and firefly habitable water passage using this block
ITMI20091609A1 (en) * 2009-09-22 2011-03-23 Mariano Marani MODULAR ELEMENT FOR SUPPORTING GRAVITY WALLS.
CN104404922A (en) * 2014-11-24 2015-03-11 长江勘测规划设计研究有限责任公司 Split buttresses trapezoid aqueduct and construction method thereof
CN105780732A (en) * 2016-03-08 2016-07-20 邱学尧 Flood draining side channel

Also Published As

Publication number Publication date
JP3339721B2 (en) 2002-10-28

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