[go: up one dir, main page]

JPH1136270A - Trough pipe backflow preventing gate - Google Patents

Trough pipe backflow preventing gate

Info

Publication number
JPH1136270A
JPH1136270A JP19026397A JP19026397A JPH1136270A JP H1136270 A JPH1136270 A JP H1136270A JP 19026397 A JP19026397 A JP 19026397A JP 19026397 A JP19026397 A JP 19026397A JP H1136270 A JPH1136270 A JP H1136270A
Authority
JP
Japan
Prior art keywords
door body
horizontal axis
fixed
torque arm
main river
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
JP19026397A
Other languages
Japanese (ja)
Other versions
JP3822715B2 (en
Inventor
Michihiro Fujii
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 Seisakusho Co Ltd
Original Assignee
Kyowa Seisakusho 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 Seisakusho Co Ltd filed Critical Kyowa Seisakusho Co Ltd
Priority to JP19026397A priority Critical patent/JP3822715B2/en
Publication of JPH1136270A publication Critical patent/JPH1136270A/en
Application granted granted Critical
Publication of JP3822715B2 publication Critical patent/JP3822715B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Barrages (AREA)

Abstract

PROBLEM TO BE SOLVED: To invariably improve the drain state and reduce opening/closing troubles caused by foreign matters. SOLUTION: This trough pipe backflow preventing gate is provided with two upper and lower door bodies 3, 4 openable/closable with the horizontal axes serving as fulcrums at the upper section and the lower section of the main river side outlet of a trough pipe. An upper torque arm 6 is fixed to the upper door body 3 rotatably around the upper horizontal axis, a lower torque arm 7 is fixed to the lower door body 4 rotatably around the lower horizontal axis 2, and the upper torque arm 6 and the lower torque arm 7 are connected by an interlocking arm 10 so that the upper door body 3 is opened to the main river side when the lower door body 4 is opened to the main river side. A counterweight 8 can be fixed to the upper door body 3 rotatably around the upper horizontal axis, and a balance weight 9 can be fixed to the lower door body 4 rotatably around the lower horizontal axis 2.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[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。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a non-powered gate installed at an outlet of a gutter or the like provided in a river for the purpose of preventing backflow.

【0002】[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。
2. Description of the Related Art Conventionally, as a non-powered gate installed at a gutter pipe outlet or the like for the purpose of preventing backflow, an upper hinge type flap gate is generally used, and is often used.

【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。
FIGS. 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 which is installed at a gutter pipe outlet so as to be freely opened and closed by a hanging bracket 22, and 23 denotes a door stop. In this gate, when the upstream water level> the downstream water level, the water is drained only when the door 21 is slightly opened by the water pressure and the water is drained.
Garbage on the upstream side cannot be removed and accumulates in part a.
When the water level on the downstream side rises, the door 21 is completely removed by trash etc.
Is not closing and flows backward. Further, when the door 21 is closed, the lagoon soil is deposited on the downstream part b, and there is a problem that the gate 21 does not open even if the upstream water level rises.

【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。
As described above, the advantage of the gate is that no artificial operation is required (non-powered type). However, since the gate is installed in a normally closed state (covering the drainage section of the gutter pipe), The normal drainage state is not always good, and it is easy for incomplete blockage or inability to open and close due to slight impurities.

【0005】[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。
SUMMARY OF THE INVENTION The present invention is to solve the following problems with respect to the above-mentioned prior art. 1. Improve the normal drainage condition (ensure normal open condition). When the upstream water level is higher than the downstream water level, the gate is opened in a double-door manner to discharge the upstream water. Also, when the water level on the downstream side is extremely low, a good drainage environment is created by keeping the water level fully open.

【0006】2.夾雑物等による開閉障害を出来るだけ
少なくする。
[0006] 2. Minimize opening and closing obstacles due to foreign substances and the like.

【0007】[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。
In order to solve the above-mentioned problems, a backflow prevention gate for a gutter pipe according to the present invention comprises an upper and a lower part which can be opened and closed with a horizontal axis as a fulcrum at an upper part and a lower part of a main river side outlet of the gutter pipe. A gate composed of a plurality of door bodies is provided, and an upper torque arm is fixed to the upper door body so as to be rotatable around an upper horizontal axis, and the lower door body is rotatable around a lower horizontal axis. The lower torque arm is rotatably fixed to the upper torque arm and the lower torque arm by an interlocking arm such that when the lower door body opens to the main river side, the upper door body also opens to the main river side. It is a concatenation.

【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。
In this gate, a counter weight is fixed to the upper door body so as to be rotatable around the upper horizontal axis, and a balance weight is rotatably mounted to the lower door body around the lower horizontal axis. The structure can be fixed.

【0009】[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、1
7は側部水密ゴム、18は上下の軸、19は水密枠、2
0は回転側部水密ゴムである。
DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be specifically described with reference to embodiments. FIG. 1 is a side view of an embodiment of the present invention at the time of closing a door, FIG. 2 is a front view thereof, and FIGS. 3 and 4 are side watertight portions of daytime portions and upper and lower side watertight portions of door bodies 3 and 4. It is an enlarged view. In these figures, 1 is the upper hinge,
2 is a lower hinge, 3 is an upper door, 4 is a lower door, 5 is a door receiver, 6 is an upper arm, 7 is a lower arm, 8 is an upper weight (counter weight), 9 is a lower weight (balance weight), 10 is a connecting arm, 11 is an upper door stop,
12 is a lower door stop, 13 is an upper watertight rubber, 14 is a lower watertight rubber, 15 is an intermediate watertight rubber, 16 is a side watertight plate, 1
7 is a side watertight rubber, 18 is a vertical shaft, 19 is a watertight frame, 2
Numeral 0 denotes a rotating side watertight rubber.

【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。
In the present embodiment, the upper and lower doors 3, 4 are fixed to side arms 7, 8, and these arms 7, 8 are connected by a connecting arm 10 and rotated to form two doors. The mechanism is such that the third and fourth members can be opened and closed at a fixed angle relative to each other in a double-tone manner.

【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。
At the gate of the above mechanism, weights 8 and 9 are attached to the upper and lower arms 7 and 8 at fixed angles, respectively.
The rotational force of the upper and lower doors 3 and 4 is adjusted by adjusting the weight according to the weight of each door 3 and 4.

【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。
FIG. 5 is a side view when the door is closed, and FIG. 6 is a side view when the door is fully opened.

【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。
By providing such an adjusting mechanism,
The gates of the lower doors 3 and 4 are appropriately adjusted, and the gates are automatically and non-powerfully opened and closed according to fluctuations in the water level on the upper and lower sides of the gutter pipe.

【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。
Both the upper and lower gates are normally open, and they are opened and closed by a slight difference in water level between the main river and tributaries. When flooding (when the water level on the main river rises), the gates are completely closed. Prevent backflow to the gutter pipe side.

【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。
FIG. 7 shows the operation state of the gate when the water level on the main river side is decreasing. 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 tilts, the upper door body 3 is also opened by the connecting arm 10. When the water level on the main river side decreases, finally, as shown in FIG.
4 is in a fully open state.

【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1
0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。
FIG. 8 shows the operation state of the gate when the water level on the main river side rises. FIG.
As shown in (b), when the water level on the main river side rises slightly,
The buoyancy acts on the lower door body 4 and the lower door body 4 rises in the closing direction from the fully opened state. In conjunction with it, connecting arm 1
The action of 0 also lowers the upper door 3. When the water level on the Honkawa side rises further, the lower door body 4 rises accordingly, the upper door body 3 also descends, and the gate closes. When a water level difference equal to or more than a certain level is generated, a fully closed state is set as shown in FIG.

【0017】[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。
As described above, according to the present invention, the upper and lower doors are both opened at all times, and are opened / closed by a slight difference in water level between the main river and the tributaries. (When the side water level rises), it is reliably completely closed, and backflow to the tributary (gutter) side can be reliably prevented.

【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。
1) When the water level on the main river side is low at all times, a good drainage function is ensured by keeping it open. Even if there is a slight difference in water level, the lower / floating type overturn gate can be drained in an overflow state, so that no dust remains in the gutter pipe.

【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。
2) By properly securing the weight balance of the upper and lower gates, the closing operation can be surely performed with a slight difference in water level, and at the same time, when the water level on the main river exceeds the internal water level, it is always fully closed. Can be secured.

【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。
3) Even if foreign matter or the like remains on the hinge portion of the lower gate, the gate can be easily removed by natural drainage or the like, and the gate can be formed in a shape and structure that does not hinder opening and closing operations.

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

【図1】 本発明の実施例を示す側断面図である。FIG. 1 is a side sectional view showing an embodiment of the present invention.

【図2】 本発明の実施例の正面図である。FIG. 2 is a front view of the embodiment of the present invention.

【図3】 扉体中間部の側部水密部の拡大図である。FIG. 3 is an enlarged view of a side watertight portion at an intermediate portion of a door body.

【図4】 扉体中間部の上下部側部水密部の拡大図であ
る。
FIG. 4 is an enlarged view of upper and lower side watertight portions of a door body intermediate portion.

【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。
FIG. 5 is a side view of the embodiment when the door is closed.

【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。
FIG. 6 is a side view of the embodiment when the door is fully opened.

【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。
FIG. 7 is a flowchart showing an operation when the water level on the main river side decreases in this embodiment.

【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。
FIG. 8 is a flowchart showing an operation when the water level on the main river side rises in this embodiment.

【図9】 従来のゲートの構造を示す側面図である。FIG. 9 is a side view showing the structure of a conventional gate.

【図10】 従来のゲートの構造を示す正面図である。FIG. 10 is a front view showing a structure of a conventional gate.

【符号の説明】[Explanation of symbols]

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、1
9 水密枠、20 回転側部水密ゴム
1 upper hinge, 2 lower hinge, 3 upper door, 4
Lower door, 5 door holder, 6 upper arm, 7 lower arm,
8 upper weight (counter weight), 9 lower weight (balance weight), 10 connecting arms, 11 upper door stop, 12 lower door stop, 13 upper watertight rubber, 14 lower watertight rubber, 15 intermediate watertight rubber, 16
Side watertight plate, 17 side watertight rubber, 18 vertical shaft, 1
9 Watertight frame, 20 rotation side watertight rubber

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 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。
1. A gate comprising two upper and lower doors which can be opened and closed with a horizontal axis as a fulcrum, respectively, at an upper part and a lower part of a main river side outlet of a gutter pipe, wherein the upper door body is provided with an upper horizontal axis. An upper torque arm is rotatably fixed around a center, and a lower torque arm is fixed to the lower door body so as to be rotatable about a lower horizontal axis. The upper torque arm and the lower torque arm are A backflow prevention gate for gutter pipes, which is connected by an interlocking arm so that the upper door opens to the main river when the lower door opens to the main river.
【請求項2】 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。
2. A counter weight 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 backflow prevention gate for a gutter tube according to claim 1, wherein
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 true JPH1136270A (en) 1999-02-09
JP3822715B2 JP3822715B2 (en) 2006-09-20

Family

ID=16255245

Family Applications (1)

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

Country Status (1)

Country Link
JP (1) JP3822715B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019171897A1 (en) * 2018-03-07 2019-09-12 黒崎播磨株式会社 Sliding nozzle device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019171897A1 (en) * 2018-03-07 2019-09-12 黒崎播磨株式会社 Sliding nozzle device
CN111417476A (en) * 2018-03-07 2020-07-14 黑崎播磨株式会社 Sliding Nozzle Unit

Also Published As

Publication number Publication date
JP3822715B2 (en) 2006-09-20

Similar Documents

Publication Publication Date Title
US6171023B1 (en) Water control gate
CA3132146C (en) Watertight structure for flap gate and flap gate comprising same
JP2012057322A (en) Flap gate
JPH1136270A (en) Trough pipe backflow preventing gate
JPH0437947Y2 (en)
CN220813707U (en) Reinforced dam body
KR100432521B1 (en) Automatic inversion and under drain floodgate equited with safety screen.
JP3425695B2 (en) Flap gate for sewer
JP3413598B2 (en) Overlink gate
CN218024266U (en) A prevent blockking up feeding valve door for feed processing
KR101922437B1 (en) flood gate of draining pump plant
JP2696313B2 (en) Flap gate for sewer
JP2001056063A (en) Flap valve
KR102175240B1 (en) Device for Blocking Odor from Drainage
JP2001050407A (en) Flap valve
JP2001065720A (en) Backflow prevention gate
JP2004285672A (en) Flap gate
JP3350902B2 (en) Gutter gates and gutter gates
JPH0514222U (en) Sluice door
JP2001348846A (en) Gutter pipe valve
JP7053060B2 (en) Flap gate
JP2005171691A (en) Pier-less gate
JPS584014A (en) Flap gate
CN211948765U (en) Drain pipe odor blocking piece and drain pipe
KR100762411B1 (en) Double-hinged automatic sluice with adjustable height for sewer cover plate

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20040715

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20060526

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20060623

R150 Certificate of patent (=grant) or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100630

Year of fee payment: 4

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110630

Year of fee payment: 5

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120630

Year of fee payment: 6

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130630

Year of fee payment: 7

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

LAPS Cancellation because of no payment of annual fees