JPH0715819U - Water channel weir structure - Google Patents

Water channel weir structure

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Publication number
JPH0715819U
JPH0715819U JP5080493U JP5080493U JPH0715819U JP H0715819 U JPH0715819 U JP H0715819U JP 5080493 U JP5080493 U JP 5080493U JP 5080493 U JP5080493 U JP 5080493U JP H0715819 U JPH0715819 U JP H0715819U
Authority
JP
Japan
Prior art keywords
water
water channel
insertion groove
weir
plate
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
Application number
JP5080493U
Other languages
Japanese (ja)
Inventor
孝夫 佐藤
Original Assignee
いわきエフアールピー工業有限会社
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 いわきエフアールピー工業有限会社 filed Critical いわきエフアールピー工業有限会社
Priority to JP5080493U priority Critical patent/JPH0715819U/en
Publication of JPH0715819U publication Critical patent/JPH0715819U/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】 水による変形や腐食がなく耐久性に優れてい
ると共に、軽量で開閉動作がが容易であり、しかも止水
効果に優れた水路用堰構造を提供するものである。 【構成】 プラスチックやガラス繊維強化プラスチック
で形成された堰板本体2の、コンクリート水路14に形成
した差込溝15に挿入される部分の両側縁に沿って複数個
のローラー7…を縦方向に間隔をおいて取付けて堰板1
を形成し、水路内壁面14aの差込溝15の上流側近傍に弾
性材で形成された帯状の止水弁16を、その下流側が前記
堰板1の側面3bに圧着するように縦方向に取付けたこ
とを特徴とするものである。
(57) [Summary] [Purpose] To provide a water channel weir structure that is not deformed or corroded by water, has excellent durability, is lightweight, is easy to open and close, and has an excellent water blocking effect. is there. [Structure] A plurality of rollers 7 are longitudinally arranged along both side edges of a portion of the dam plate main body 2 formed of plastic or glass fiber reinforced plastic to be inserted into an insertion groove 15 formed in a concrete water channel 14. Weir plate 1 attached at intervals
A strip-shaped water stop valve 16 formed of an elastic material in the vicinity of the upstream side of the insertion groove 15 of the inner wall surface 14a of the water channel, so that the downstream side is crimped to the side surface 3b of the dam plate 1 in the vertical direction. It is characterized by being attached.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は水路用堰構造に関するものである。 The present invention relates to a weir structure for a waterway.

【0002】[0002]

【従来の技術】[Prior art]

従来の堰板は木材の単板か、単板を鉄枠で囲ったもの、あるいは鉄筋コンクリ ート製の板で形成されている。木材で形成された堰板は水を吸収して膨張する上 、変形するため開閉が困難になることがある。また木材の単板を鉄枠で囲ったも のや鉄筋コンクリート製の堰板は重量が重くなり、開閉作業が大変であり、機械 を用いて昇降させる構造にしなければならず装置が大型化する問題があった。 Conventional dam plates are made of wood veneer, a veneer surrounded by a steel frame, or a reinforced concrete plate. The weir plate made of wood absorbs water, expands, and deforms, which may make opening and closing difficult. In addition, a wooden veneer surrounded by an iron frame and a weir plate made of reinforced concrete are heavy, and opening and closing work is difficult, and it is necessary to use a machine to raise and lower the structure, which causes the device to increase in size. was there.

【0003】 また木材や鉄枠は水により腐食するため耐用年数が短く、維持交換に経費がか かる問題がある。しかも従来の堰板は、差込溝に単に上方から差し込んで取付け るため、堰板が変形すると差込みが困難となる上、溝との間に隙間ができてここ から漏水するため止水効果が悪かった。Further, since wood and iron frames are corroded by water, their service lives are short and maintenance and replacement are expensive. Moreover, since the conventional weir plate is simply inserted from above into the insertion groove to be attached, it becomes difficult to insert it when the weir plate is deformed, and a gap is created between the weir plate and the water leakage from here, resulting in a water blocking effect. It was bad.

【0004】[0004]

【考案が解決しようとする課題】[Problems to be solved by the device]

本考案は上記欠点を除去し、水による変形や腐食がなく耐久性に優れ、しかも 軽量で開閉が容易であり、しかも止水効果に優れたが水路用堰構造を提供するも のである。 The present invention eliminates the above-mentioned drawbacks and provides a water channel weir structure that is not deformed or corroded by water, has excellent durability, is lightweight, is easy to open and close, and has an excellent water blocking effect.

【0005】[0005]

【課題を解決するための手段】[Means for Solving the Problems]

本考案は、プラスチックやガラス繊維強化プラスチックで形成された堰板本体 の、コンクリート水路に形成した差込溝に挿入される部分の両側縁に沿って複数 個のローラーやボールを縦方向に間隔をおいて取付けて堰板を形成し、水路内壁 面の差込溝の上流側近傍に弾性材で形成された帯状の止水弁を、その下流側が前 記堰板の側面に圧着するように縦方向に取付けたことを特徴とするものである。 According to the present invention, a plurality of rollers and balls are longitudinally spaced along the both side edges of the part of the dam plate body made of plastic or glass fiber reinforced plastic that is inserted into the insertion groove formed in the concrete channel. To form a weir plate, and a strip-shaped water stop valve made of elastic material near the upstream side of the insertion groove on the inner wall surface of the water channel, so that the downstream side is crimped to the side surface of the weir plate. It is characterized by being installed in the direction.

【0006】[0006]

【作用】[Action]

本考案の水路用堰構造は、堰板を水路の差込溝から引き抜いた状態では、止水 弁のフリーな端部側は弾性により直線状になっている。水路の水を堰止める場合 堰板を持ってローラーやボール側を下流側に向けて水路の差込溝に両端側を差込 むと、ローラーやボールは差込溝の壁面にガイドされながら回転するので摩擦抵 抗が少なく円滑に挿入することができる。堰板を差込溝に挿入した状態で、止水 弁が堰板の上流側の側面に水圧により圧着して、水が差込溝から下流側に漏水す るのを防止して確実に止水することができる。 In the water channel weir structure of the present invention, the free end side of the water shutoff valve is linear due to elasticity when the weir plate is pulled out from the insertion groove of the water channel. When blocking the water in the waterway Hold the weir plate and insert the roller and ball sides downstream and insert both ends into the waterway insertion groove, and the rollers and balls will rotate while being guided by the wall surface of the insertion groove. Therefore, it can be inserted smoothly with less frictional resistance. With the weir plate inserted in the insertion groove, the water shutoff valve crimps the upstream side surface of the weir plate with water pressure to prevent water from leaking from the insertion groove to the downstream side, and to stop it securely. Can be watered.

【0007】[0007]

【実施例】【Example】

以下本考案の一実施例を図1ないし図6を参照して詳細に説明する。図におい て1は堰板で、この堰板1は図2に示すように長方形状をなす繊維強化プラスチ ック(FRP)で形成された堰板本体2の一方の側面3aの外縁に沿って四角枠 状のリブ4が一体に突設されている。更にこの両側縁に沿ったリブ4、4の内側 には図1に示すように、間隔をおいて縦方向のリブ5、5が設けられ、この間に 支持軸6に回転自在に支持された4個のプラスチック製のローラー7…が縦方向 に間隔をおいて取付けられている。 Hereinafter, an embodiment of the present invention will be described in detail with reference to FIGS. In the figure, 1 is a weir plate, and this weir plate 1 is formed along the outer edge of one side surface 3a of the weir plate main body 2 formed of a rectangular fiber-reinforced plastic (FRP) as shown in FIG. A rectangular frame-shaped rib 4 is integrally projected. Further, as shown in FIG. 1, longitudinal ribs 5 and 5 are provided at intervals inside the ribs 4 and 4 along the both side edges, and between these ribs 4 are rotatably supported by a support shaft 6. A number of plastic rollers 7 are mounted longitudinally spaced.

【0008】 また堰板本体2のローラー7を取付けた一方の側面3aの中間部は図1に示す ように前方に張り出して、他方の側面3bとの間に中空部9を形成し、この中空 部9にウレタンホームなどの充填材10が充填されている。また堰板本体2の上部 のリブ4には図3に示すように長孔状の取手孔11、11が開孔されていると共に、 下部のリブ4には図4に示すようにゴムなどで形成されたクッション性のあるパ ッキング12が接着剤で接合されている。As shown in FIG. 1, an intermediate portion of one side surface 3a to which the roller 7 of the barrier plate main body 2 is attached projects forward and a hollow portion 9 is formed between the side surface 3b and the other side surface 3b. The portion 9 is filled with a filling material 10 such as urethane home. Also, as shown in FIG. 3, elongated rib-shaped handle holes 11, 11 are formed in the upper rib 4 of the barrier plate main body 2, and the lower rib 4 is made of rubber or the like as shown in FIG. The formed packing 12 having cushioning properties is bonded with an adhesive.

【0009】 また図1において14はコンクリートで成型された水路で、これは両内壁面14a 、14aに堰板1の両端が挿入される差込溝15、15が縦方向に形成されている。ま た差込溝14の上流側近傍の内壁面14a、14aにはゴム板などの弾性材で形成され た帯状の止水弁16が取付けられている。この止水弁16の取付け構造は、水路14の 内壁面14aに所定の間隔で縦方向にナットアンカー17…が埋め込まれ、ここに止 水弁16の上流側を合わせて、その下流側を図5に示すように差込溝15側に突出さ せた状態で、プラスチック製の押え具18を重ねて横から押え、この上からステン レス製のボルト19を通してナットアンカー17に螺合させて固定したもので、差込 溝15側に突出させた片側はフリーな状態になっている。Further, in FIG. 1, reference numeral 14 is a water channel made of concrete, and insertion grooves 15, 15 into which both ends of the dam plate 1 are inserted are formed in the vertical direction on both inner wall surfaces 14 a 1, 14 a. Further, a band-shaped water stop valve 16 formed of an elastic material such as a rubber plate is attached to the inner wall surfaces 14a, 14a near the upstream side of the insertion groove 14. In this mounting structure of the water shutoff valve 16, nut anchors 17 are vertically embedded in the inner wall surface 14a of the water channel 14 at a predetermined interval, and the upstream side of the water shutoff valve 16 is aligned with the nut anchor 17 ... As shown in Fig.5, in the state that it is projected to the insertion groove 15 side, stack the plastic retainer 18 and press it from the side, and fix it by screwing it onto the nut anchor 17 through the stainless bolt 19 from above. The one that is projected to the insertion groove 15 side is free.

【0010】 堰板1を差込溝15から引き抜いた状態では、図5に示すように止水弁16のフリ ーな端部側は弾性により直線状になっており、水路14を流れる水20の流れが妨げ られない。また水路14の水20を堰止める場合には、堰板1の上部に開孔した取手 孔11、11に手を通して持ち上げ、ローラー7を下流側に向けて両側を差込溝15、 15に上から差込む。この時、直線状になっている止水弁16の上部を内側に曲げて 堰板1の側面3bに当てた状態で差込むと、ローラー7は差込溝15の壁面にガイ ドされながら回転するので堰板1は摩擦抵抗が少なく円滑に挿入することができ る。When the barrier plate 1 is pulled out from the insertion groove 15, as shown in FIG. 5, the free end side of the water shutoff valve 16 is linear due to elasticity, and water 20 flowing through the water channel 14 is discharged. Flow is not hindered. Further, when blocking the water 20 in the water channel 14, the hand is lifted by passing through the handle holes 11 and 11 opened at the upper part of the weir plate 1, and the rollers 7 are directed to the downstream side, and both sides are raised to the insertion grooves 15 and 15. Insert from At this time, if the upper portion of the straight stop valve 16 is bent inward and inserted into the side surface 3b of the dam plate 1, the roller 7 rotates while being guided by the wall surface of the insertion groove 15. Therefore, the weir plate 1 has a low frictional resistance and can be inserted smoothly.

【0011】 堰板1の底部は図4に示すようにパッキング12が水路内底面14bに密着すると 共に、止水弁16が堰板1の上流側の側面3bに密着しているので、次第に上流側 に水20が溜ってくる。図6に示すように水位が上ってくると、止水弁16が水圧に より堰板1の側面3bに圧着して、水20が差込溝15から下流側に漏水するのを防 止して確実に止水することができる。また堰板1を取り外して水路14を解放する 場合には、取手孔11に手を通して差込溝15から引き上げれば、同様にローラー7 が回転して簡単に引き抜くことができる。As shown in FIG. 4, the bottom of the barrier plate 1 is gradually upstream because the packing 12 is in close contact with the inner bottom surface 14 b of the water channel and the water shutoff valve 16 is in close contact with the upstream side surface 3 b of the barrier plate 1. Water 20 collects on the side. As shown in FIG. 6, when the water level rises, the water stop valve 16 is pressed against the side surface 3b of the weir plate 1 by water pressure to prevent the water 20 from leaking from the insertion groove 15 to the downstream side. The water can be stopped reliably. When the weir plate 1 is removed and the water channel 14 is released, the roller 7 can also be easily pulled out by rotating the roller 7 by pulling it from the insertion groove 15 by hand through the handle hole 11.

【0012】 なお止水する水位に応じて、堰板1の高さは種々のものを用意しておけば良い 。またローラー7の代わりにボールキャスターのように、ボールを回転自在に取 付けた構造でも良い。It should be noted that various heights of the barrier plate 1 may be prepared according to the water level at which the water is stopped. Further, instead of the roller 7, a structure in which a ball is rotatably attached like a ball caster may be used.

【0013】[0013]

【考案の効果】[Effect of device]

以上説明した如く本考案に係る水路用堰構造によれば、堰板をプラスチックや FRPで形成しているので、水による腐食や変形がなく耐久性に優れて経済的で 、しかも軽量化できると共に、差込溝に挿入される堰板の両端にローラーやボー ルが取付けられているので、差し込みや引抜きなど水路の開閉を円滑に行なうこ とができる。その上、堰板の上流側の側面には水路の内壁面に取付けた止水弁が 水圧により圧着するようになっているので確実な止水効果が得られるものである 。 As described above, according to the water channel weir structure according to the present invention, since the weir plate is formed of plastic or FRP, it is not corroded or deformed by water, has excellent durability, is economical, and is lightweight. Since rollers and balls are attached to both ends of the dam plate inserted into the insertion groove, it is possible to smoothly open and close the water channel such as inserting and pulling it out. In addition, a water shutoff valve attached to the inner wall surface of the water channel is crimped by water pressure on the upstream side surface of the weir plate, so that a reliable water shutoff effect can be obtained.

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

【図1】本考案の一実施例による水路用堰構造を示す中
央部水平断面図である。
FIG. 1 is a horizontal sectional view of a central part showing a weir structure for a waterway according to an embodiment of the present invention.

【図2】図1の堰板を示す正面図である。FIG. 2 is a front view showing the barrier plate of FIG.

【図3】図2の堰板を示す平面図である。3 is a plan view showing the barrier plate of FIG. 2. FIG.

【図4】堰板の下部を拡大して示す断面図である。FIG. 4 is an enlarged cross-sectional view showing a lower portion of the barrier plate.

【図5】止水弁を取付けた水路の差込溝部分を拡大して
示す平面図である。
FIG. 5 is an enlarged plan view showing an insertion groove portion of a water channel provided with a water shutoff valve.

【図6】水路用堰構造の上流側から見た斜視図である。FIG. 6 is a perspective view of the water channel weir structure seen from the upstream side.

【符合の説明】[Explanation of sign]

1 堰板 2 堰板本体 3a 側面 4 リブ 7 ローラー 9 充填材 11 取手孔 12 パッキング 14 水路 15 差込溝 16 止水弁 18 押え具 20 水 1 Weir plate 2 Weir plate main body 3a Side surface 4 Rib 7 Roller 9 Filler material 11 Handle hole 12 Packing 14 Water channel 15 Insert groove 16 Water stop valve 18 Presser foot 20 Water

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 プラスチックやガラス繊維強化プラスチ
ックで形成された堰板本体の、コンクリート水路に形成
した差込溝に挿入される部分の両側縁に沿って複数個の
ローラーやボールを縦方向に間隔をおいて取付けて堰板
を形成し、水路内壁面の差込溝の上流側近傍に弾性材で
形成された帯状の止水弁を、その下流側が前記堰板の側
面に圧着するように縦方向に取付けたことを特徴とする
水路用堰構造。
1. A plurality of rollers or balls are longitudinally spaced along both side edges of a portion of a dam plate main body made of plastic or glass fiber reinforced plastic to be inserted into an insertion groove formed in a concrete channel. To form a weir plate, and a strip-shaped stop valve made of elastic material near the upstream side of the insertion groove on the inner wall surface of the water channel is installed vertically so that the downstream side is crimped to the side surface of the weir plate. Weir structure for waterways characterized by being installed in the direction.
JP5080493U 1993-08-25 1993-08-25 Water channel weir structure Pending JPH0715819U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5080493U JPH0715819U (en) 1993-08-25 1993-08-25 Water channel weir structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5080493U JPH0715819U (en) 1993-08-25 1993-08-25 Water channel weir structure

Publications (1)

Publication Number Publication Date
JPH0715819U true JPH0715819U (en) 1995-03-17

Family

ID=12868966

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5080493U Pending JPH0715819U (en) 1993-08-25 1993-08-25 Water channel weir structure

Country Status (1)

Country Link
JP (1) JPH0715819U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020076266A (en) * 2018-11-08 2020-05-21 Jfeエンジニアリング株式会社 Water cut-off structure for flood prevention

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020076266A (en) * 2018-11-08 2020-05-21 Jfeエンジニアリング株式会社 Water cut-off structure for flood prevention

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