JP3822715B2 - Backflow prevention gate for soot pipe - Google Patents

Backflow prevention gate for soot pipe Download PDF

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Publication number
JP3822715B2
JP3822715B2 JP19026397A JP19026397A JP3822715B2 JP 3822715 B2 JP3822715 B2 JP 3822715B2 JP 19026397 A JP19026397 A JP 19026397A JP 19026397 A JP19026397 A JP 19026397A JP 3822715 B2 JP3822715 B2 JP 3822715B2
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JP
Japan
Prior art keywords
door body
gate
horizontal axis
opened
water level
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 - Fee Related
Application number
JP19026397A
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Japanese (ja)
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JPH1136270A (en
Inventor
道博 藤井
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.)
Kyowa Manufacturing Co Ltd
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Kyowa Manufacturing Co Ltd
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 Kyowa Manufacturing Co Ltd filed Critical Kyowa Manufacturing Co Ltd
Priority to JP19026397A priority Critical patent/JP3822715B2/en
Publication of JPH1136270A publication Critical patent/JPH1136270A/en
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Publication of JP3822715B2 publication Critical patent/JP3822715B2/en
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Description

【0001】
【発明の属する技術分野】
本発明は、河川に設けられる樋管等の出口に、逆流防止の目的で設置される無動力ゲートに関する。
【0002】
【従来の技術】
従来、樋管出口等に逆流防止の目的として設置される無動力ゲートは上部ヒンジ方式のフラップゲートが一般的であり、且つ多く採用されている。
【0003】
図9及び図10は従来の無動力式逆流防止ゲートの構造を示す縦断面図及び正面図である。図において、21は吊り金具22によって開閉自在に樋管出口に設置された扉体、23は戸当たりである。このゲートでは、上流側水位>下流側水位の場合、水圧によって扉体21が少し開く程度で排水する程度で排水するため、上流側のゴミ等がはききれずにa部にたまってしまい、下流側水位が高くなったときにゴミ等で完全に扉体21が閉まらなくなり逆流している。また、扉体21の閉塞時に下流側のb部に潟土が堆積し、上流側水位が高くなっても扉体21が開門しなくなるという問題があった。
【0004】
このように、当該ゲートの利点は、人工的な操作を要しない(無動力式)という点であるが、常時閉状態(樋管排水断面を覆う形)で設置している為、通常の排水状態は必ずしも良好とは言えず、また、わずかな夾雑物等によって不完全閉塞ないし開閉不能を起こしやすい。
【0005】
【発明が解決しようとする課題】
本発明は、前記従来の技術に対し、次の事項の解決を図ろうとするものである。1.常時の排水状態を改善する(通常開状態の確保)。
上流側水位が下流側水位より高い場合は、ゲートを観音式に開放し、上流側の水を放流する。
また、下流側水位が極めて低い場合は全開状態とする事により良好な排水環境をつくる。
【0006】
2.夾雑物等による開閉障害を出来るだけ少なくする。
【0007】
【課題を解決するための手段】
前記課題を解決するため、本発明の樋管用逆流防止ゲートは、樋管の本川側出口の上部及び下部にそれぞれ水平軸心を支点として開閉可能な上下2枚の扉体からなるゲートを設け、前記上部の扉体には上部の水平軸心の回りに回転自在に上部トルクアームを固着し、前記下部の扉体には下部の水平軸心の回りに回転自在に下部トルクアームを固着し、前記上部トルクアームと下部トルクアームとを、下部の扉体が本川側に開放したときに上部の扉体も本川側に開放するように連動アームで連結したものである。
【0008】
このゲートにおいて、上部の扉体には上部の水平軸心の回りに回転自在にカウンタウエイトを固着し、下部の扉体には下部の水平軸心の回りに回転自在にバランスウエイトを固着した構成とすることができる。
【0009】
【発明の実施の形態】
以下、本発明を実施例を参照しながら具体的に説明する。
図1は本発明の実施例を示す閉扉時の側面図、図2はその正面図、図3および図4は扉体3,4の昼間部の側部水密部及び上下部側部水密部の拡大図である。これらの図において、1は上部ヒンジ、2は下部ヒンジ、3は上部扉体、4は下部扉体、5は扉受、6は上部アーム、7は下部アーム、8は上部ウエイト(カウンタウエイト)、9は下部ウエイト(バランスウエイト)、10は連結アーム、11は上部戸当たり、12は下部戸当たり、13は上部水密ゴム、14は下部水密ゴム、15は中間水密ゴム、16は側部水密板、17は側部水密ゴム、18は上下の軸、19は水密枠、20は回転側部水密ゴムである。
【0010】
本実施例において、上下の扉体3,4は側部のアーム7,8に固定され、このアーム7,8を連結アーム10で連結し、回転させる事により、2枚の扉体3,4が観音式に相互に一定の角度で開閉動作できる機構とする。
【0011】
上記機構のゲートに於いて、上・下のアーム7,8にウエイト8,9を各々一定角度で取り付け、各扉体3,4の重量に合わせて調整する事で上・下の扉体3,4の回転力を調整する。
【0012】
図5は扉体が閉じているときの側面図、図6は扉体が全開したときの側面図である。
【0013】
このような調整機構を備えることで、上・下扉体3,4の回転力を適切に調整し、樋管の上・下流側水位変動に応じて、自動的、且つ無動力でゲートの開閉を行なう。
【0014】
常時は上・下部ゲート共に開状態とした上、本川・支川の僅かな水位差によって開閉作動し、出水時(本川側水位上昇時)は確実に全閉状態となり、支川(樋管)側への逆流を確実に防止する。
【0015】
図7は、本川側の水位が低下していくときのゲートの動作状態を示すものである。本川側の水位が低下すると、下部扉体4に水圧が掛かり、本川側に下部扉体4が傾く。下部扉体4が傾くと、連結アーム10により上部扉体3も開放していく。本川側の水位が低下していくと、最終的には図7(e)に示すように扉体3,4は全開状態となる。
【0016】
図8は、逆に本川側の水位が上昇していった場合のゲートの動作状態を示すものである。図8(b)に示すように本川側の水位がわずか上昇すると、浮力が下部扉体4に作用して下部扉体4は全開状態から閉じる方向に上昇する。それに連動して、連結アーム10の作用により上部扉体3も下降する。さらに本川側水位が上昇すると、それにつれて下部扉体4は上昇し、上部扉体3も下降してゲートは閉じていく。一定以上の水位差が生じると、図8(e)に示すように全閉状態となる。
【0017】
【発明の効果】
上述したように、本発明によれば、常時は上・下部扉体は共に開状態とした上、本川・支川の僅かな水位差によって開閉作動し、出水時(本川側水位上昇時)は確実に全閉状態となり、支川(樋管)側への逆流を確実に防止することができる。
【0018】
1)常時、本川側水位の低い時は、開状態とする事で良好な排水機能を確保する。
僅かな水位差であっても下部・浮体式転倒ゲートを越流状態で排水できる為、樋管内に芥塵の残留が発生させない。
【0019】
2)上・下部ゲートの重量バランスを適切に確保する事で、僅かな水位差で確実に閉作動させると同時に、本川側水位が内水位を超えている場合は常に全閉状態を確保することができる。
【0020】
3)下部ゲートのヒンジ部分等に異物等が残留した場合でも、自然排水等で容易に排除出来、開閉動作に支障をきたさないゲート形状・構造とすることができる。
【図面の簡単な説明】
【図1】 本発明の実施例を示す側断面図である。
【図2】 本発明の実施例の正面図である。
【図3】 扉体中間部の側部水密部の拡大図である。
【図4】 扉体中間部の上下部側部水密部の拡大図である。
【図5】 本実施例における扉体が閉じたときの側面図である。
【図6】 本実施例における扉体が全開したときの側面図である。
【図7】 本実施例において、本川側の水位が低下していくときの動作を示す流れ図である。
【図8】 本実施例において、本川側の水位が上昇していくときの動作を示す流れ図である。
【図9】 従来のゲートの構造を示す側面図である。
【図10】 従来のゲートの構造を示す正面図である。
【符号の説明】
1 上部ヒンジ、2 下部ヒンジ、3 上部扉体、4 下部扉体、5 扉受、6上部アーム、7 下部アーム、8 上部ウエイト(カウンタウエイト)、9 下部ウエイト(バランスウエイト)、10 連結アーム、11 上部戸当たり、12 下部戸当たり、13 上部水密ゴム、14 下部水密ゴム、15 中間水密ゴム、16 側部水密板、17 側部水密ゴム、18 上下の軸、19 水密枠、20 回転側部水密ゴム
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a non-powered gate installed for the purpose of preventing backflow at the outlet of a pipe or the like provided in a river.
[0002]
[Prior art]
Conventionally, a non-powered gate installed for the purpose of preventing a backflow at a soot tube outlet or the like is generally an upper hinge type flap gate, and is often employed.
[0003]
9 and 10 are a longitudinal sectional view and a front view showing the structure of a conventional non-powered backflow prevention gate. In the figure, reference numeral 21 denotes a door body installed at the outlet of the tub tube so that it can be opened and closed by a hanging metal fitting 22, and 23 is a door stop. In this gate, when the upstream water level> the downstream water level, the water is drained to such an extent that the door body 21 is slightly opened by the water pressure, so that the upstream dust is not completely removed and accumulates in the part a. When the side water level becomes high, the door body 21 is not completely closed due to dust or the like, and is flowing backward. Further, when the door body 21 is closed, there is a problem that lagoon soil accumulates in the portion b on the downstream side, and the door body 21 does not open even if the upstream water level becomes high.
[0004]
In this way, the advantage of the gate is that it does not require artificial operation (non-powered type), but because it is installed in a normally closed state (covering the cross section of the drainage pipe), The condition is not necessarily good, and it is easy to cause incomplete occlusion or inability to open and close by slight impurities.
[0005]
[Problems to be solved by the invention]
The present invention is intended to solve the following problems with respect to the conventional technique. 1. Improve normal drainage conditions (ensuring normally open).
When the upstream water level is higher than the downstream water level, the gate is opened in a Kannon manner to discharge the upstream water.
In addition, when the downstream water level is extremely low, a good drainage environment is created by making the fully open state.
[0006]
2. Minimize opening and closing problems caused by foreign objects.
[0007]
[Means for Solving the Problems]
In order to solve the above-mentioned problems, the reverse flow prevention gate for dredging pipes of the present invention is provided with a gate composed of two upper and lower door bodies that can be opened and closed with a horizontal axis as a fulcrum at the upper and lower parts of the main river side outlet of the dredging pipe. An upper torque arm is fixed to the upper door body so as to be rotatable around an upper horizontal axis, and a lower torque arm is fixed to the lower door body so as to be rotatable around a lower horizontal axis. The upper torque arm and the lower torque arm are connected by an interlocking arm so that when the lower door body is opened to the main river side, the upper door body is also opened to the main river side.
[0008]
In this gate, the counter weight is fixed to the upper door body so as to be rotatable around the upper horizontal axis, and the balance weight is fixed to the lower door body so as to be rotatable around the lower horizontal axis. It can be.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, the present invention will be specifically described with reference to examples.
FIG. 1 is a side view showing the embodiment of the present invention when the door is closed, FIG. 2 is a front view thereof, and FIGS. 3 and 4 are side and side portions of the door bodies 3 and 4 in the daytime portion. It is an enlarged view. In these drawings, 1 is an upper hinge, 2 is a lower hinge, 3 is an upper door body, 4 is a lower door body, 5 is a door support, 6 is an upper arm, 7 is a lower arm, and 8 is an upper weight (counter weight). , 9 is a lower weight (balance weight), 10 is a connecting arm, 11 is an upper door, 12 is a lower door, 13 is an upper watertight rubber, 14 is a lower watertight rubber, 15 is an intermediate watertight rubber, and 16 is a side watertight. A plate, 17 is a side watertight rubber, 18 is an upper and lower shaft, 19 is a watertight frame, and 20 is a rotating side watertight rubber.
[0010]
In this embodiment, the upper and lower door bodies 3 and 4 are fixed to the side arms 7 and 8, and the two door bodies 3 and 4 are connected by connecting the arms 7 and 8 with the connecting arm 10 and rotating them. Is a mechanism that can be opened and closed at a fixed angle to each other in a kannon style.
[0011]
In the gate of the above mechanism, the weights 8 and 9 are respectively attached to the upper and lower arms 7 and 8 at a fixed angle, and the upper and lower door bodies 3 are adjusted according to the weight of the door bodies 3 and 4. , 4 is adjusted.
[0012]
FIG. 5 is a side view when the door body is closed, and FIG. 6 is a side view when the door body is fully opened.
[0013]
By providing such an adjustment mechanism, the rotational force of the upper and lower door bodies 3 and 4 is appropriately adjusted, and the gate can be opened and closed automatically and without power according to the fluctuation of the water level on the upstream and downstream sides of the pipe. To do.
[0014]
Normally, the upper and lower gates are both open and opened and closed by a slight water level difference between the main river and the tributaries. Prevent backflow to the side.
[0015]
FIG. 7 shows the operating state of the gate when the water level on the main river side decreases. When the water level on the main river side decreases, water pressure is applied to the lower door body 4, and the lower door body 4 tilts toward the main river side. When the lower door body 4 is inclined, the upper door body 3 is also opened by the connecting arm 10. When the water level on the main river side decreases, the door bodies 3 and 4 are finally fully opened as shown in FIG.
[0016]
FIG. 8 shows the operating state of the gate when the water level on the river side rises. When the water level on the main river side slightly rises as shown in FIG. 8B, buoyancy acts on the lower door body 4 and the lower door body 4 rises from the fully open state to the closing direction. In conjunction with this, the upper door 3 is also lowered by the action of the connecting arm 10. When the main river side water level further rises, the lower door body 4 rises along with it, and the upper door body 3 also descends to close the gate. When a water level difference of a certain level or more occurs, the fully closed state is obtained as shown in FIG.
[0017]
【The invention's effect】
As described above, according to the present invention, the upper and lower door bodies are both open at all times, and are opened / closed by a slight difference in water level between the main river and the tributaries, and when the water flows out (when the water level on the main river side rises) Is in a fully closed state, and it is possible to reliably prevent backflow to the tributary (mineral pipe) side.
[0018]
1) When the main river side water level is low at all times, ensure a good drainage function by opening it.
Even if there is a slight difference in water level, the lower / floating type overturning gate can be drained in an overflow state, so that no dust remains in the soot pipe.
[0019]
2) By properly securing the weight balance between the upper and lower gates, the valve can be closed reliably with a slight difference in water level, and at the same time, when the main river side water level exceeds the inner water level, the fully closed state is always secured. be able to.
[0020]
3) Even when foreign matter or the like remains on the hinge portion or the like of the lower gate, it can be easily removed by natural drainage or the like, and a gate shape / structure that does not hinder the opening / closing operation can be obtained.
[Brief description of the drawings]
FIG. 1 is a side sectional view showing an embodiment of the present invention.
FIG. 2 is a front view of an embodiment of the present invention.
FIG. 3 is an enlarged view of a side watertight portion of the door body middle portion.
FIG. 4 is an enlarged view of an upper and lower side watertight part of the middle part of the door body.
FIG. 5 is a side view when the door body is closed in the embodiment.
FIG. 6 is a side view when the door body is fully opened in the present embodiment.
FIG. 7 is a flowchart showing an operation when the water level on the river side decreases in the embodiment.
FIG. 8 is a flowchart showing an operation when the water level on the main river side rises in the present embodiment.
FIG. 9 is a side view showing the structure of a conventional gate.
FIG. 10 is a front view showing a structure of a conventional gate.
[Explanation of symbols]
1 upper hinge, 2 lower hinge, 3 upper door body, 4 lower door body, 5 door support, 6 upper arm, 7 lower arm, 8 upper weight (counter weight), 9 lower weight (balance weight), 10 connecting arm, 11 Upper door contact, 12 Lower door contact, 13 Upper watertight rubber, 14 Lower watertight rubber, 15 Intermediate watertight rubber, 16 Side watertight plate, 17 Side watertight rubber, 18 Top and bottom shaft, 19 Watertight frame, 20 Rotating side Watertight rubber

Claims (2)

樋管の本川側出口の上部及び下部にそれぞれ水平軸心を支点として開閉可能な上下2枚の扉体からなるゲートを設け、前記上部の扉体には上部の水平軸心の回りに回転自在に上部トルクアームを固着し、前記下部の扉体には下部の水平軸心の回りに回転自在に下部トルクアームを固着し、前記上部トルクアームと下部トルクアームとを、下部の扉体が本川側に開放したときに上部の扉体も本川側に開放するように連動アームで連結したことを特徴とする樋管用逆流防止ゲート。A gate consisting of two upper and lower doors that can be opened and closed with the horizontal axis as a fulcrum is provided at the upper and lower parts of the main river side outlet of the culvert pipe, and the upper door rotates around the upper horizontal axis. The upper torque arm is freely fixed, the lower torque arm is fixed to the lower door body so as to be rotatable around the lower horizontal axis, and the lower torque body is connected to the upper torque arm and the lower torque arm. A reverse flow prevention gate for a soot pipe characterized by being connected by an interlocking arm so that the upper door body is also opened to the main river side when opened to the main river side. 上部の扉体には上部の水平軸心の回りに回転自在にカウンタウエイトを固着し、下部の扉体には下部の水平軸心の回りに回転自在にバランスウエイトを固着したことを特徴とする請求項1記載の樋管用逆流防止ゲート。A counterweight is fixed to the upper door body so as to be rotatable around the upper horizontal axis, and a balance weight is fixed to the lower door body so as to be rotatable around the lower horizontal axis. The reverse flow prevention gate for a soot tube according to claim 1.
JP19026397A 1997-07-15 1997-07-15 Backflow prevention gate for soot pipe Expired - Fee Related JP3822715B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19026397A JP3822715B2 (en) 1997-07-15 1997-07-15 Backflow prevention gate for soot pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19026397A JP3822715B2 (en) 1997-07-15 1997-07-15 Backflow prevention gate for soot pipe

Publications (2)

Publication Number Publication Date
JPH1136270A JPH1136270A (en) 1999-02-09
JP3822715B2 true JP3822715B2 (en) 2006-09-20

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019155377A (en) * 2018-03-07 2019-09-19 黒崎播磨株式会社 Sliding nozzle device

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