JP4484989B2 - Discharge structure of swirling flow pipe - Google Patents

Discharge structure of swirling flow pipe Download PDF

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Publication number
JP4484989B2
JP4484989B2 JP29094499A JP29094499A JP4484989B2 JP 4484989 B2 JP4484989 B2 JP 4484989B2 JP 29094499 A JP29094499 A JP 29094499A JP 29094499 A JP29094499 A JP 29094499A JP 4484989 B2 JP4484989 B2 JP 4484989B2
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Prior art keywords
flow
swirl
guide plate
lower horizontal
tube
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JP29094499A
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Japanese (ja)
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JP2001107444A (en
Inventor
祐介 森
聡 川崎
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IHI Infrastructure Systems Co Ltd
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IHI Infrastructure Systems Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、旋回流管の吐出構造に関するものである。
【0002】
【従来の技術】
都市部における雨水による浸水被害をなくすために、豪雨時に降った雨水の一部を一時的に地下に設けられた大規模な貯留室に溜め、川の水位が低下したら、貯留室に貯留した水をポンプで汲み上げて川へ放流する浸水対策用施設が、現在計画されている。
【0003】
上記浸水対策用施設において、雨水を集める集水管と地下深くに設けられる貯留室に連通する下部水平管との間の10〜50mにも及ぶ間を案内して水を落下させる構造として、図5及び図6に示されるような旋回流管が検討されている。
【0004】
一方、雨水或いはその他の水を、地下深くに設けられた排水用の地下放流管に導くための下部水平管に落とし込む装置としても旋回流管が検討されている。
【0005】
図5及び図6は旋回流管の一例を示したもので、図示していない分水施設からの雨水等の流体を送る集水管1の流入部1aに上端部が接続された鉛直状の管2を設け、該管2の内部に旋回案内板3を設けることにより旋回流管4を構成し、該旋回流管4の下端を、水平方向に延びて図示しない地下放流管や貯留室に連通した下部水平管5に接続している。
【0006】
前記旋回流管4では、雨水等の流体が上端から流入されると、流体は旋回流管4の内部に設けられた旋回案内板3によって旋回流となり、旋回流が保持された状態で旋回流管4の下端まで流下し、旋回流管4の下端部から下部水平管5に吐出され、下部水平管5に吐出された流体は、下部水平管5内を流れる下部水平流6と合流して、図示していない地下放流管や貯留室に導かれ貯留される。
【0007】
上記したように、旋回流管4により流体を旋回流にして流下させると、流体の落下エネルギーを減勢させることができ、よって旋回流管4から下部水平管5に吐出される流体の落下着水部分における衝撃力をある程度低減できるので、短時間のうちに大量の流体を下部水平管5にスムーズに流すことができる。
【0008】
【発明が解決しようとする課題】
しかしながら、前述の如き従来の旋回流管4においては、旋回流管4の下端から下部水平管5に旋回流を直接吐出させるようにした構造を有しており、吐出流には下部水平流6の流通方向と反対方向への流れ成分も含まれているため、下部水平流6に影響を及ぼすことが懸念されていた。
【0009】
尚、図7に示されるように、管2を鉛直ではなく傾斜させて下部水平管5に接続すれば、管2から下部水平管5に吐出される流体の落下着水部分における衝撃力を低減でき且つ下部水平流6に影響を及ぼす心配もないが、この場合には、余分なスペースを多く必要とし無駄があり、又、図8に示されるように、管2の下端に、下部水平流6の流通方向に曲ったL字状のノズル7を設けることも可能であるが、この場合には、下部水平管5の流路面積が狭くなり、下部水平流6が阻害される虞があり、いずれも問題を有していた。
【0010】
本発明は、斯かる実情に鑑み、余分なスペースを多く必要とせずに、鉛直な旋回流管から流下する流体を、その衝撃を低減し且つ下部水平流への影響を最小限に抑えつつ、下部水平流に対し安定して合流させ得る旋回流管の吐出構造を提供しようとするものである。
【0011】
【課題を解決するための手段】
本発明は、鉛直方向に延びる管の内部に旋回案内板を設けて上端から流入する流体を旋回させながら流下させ、下部水平流に合流させるようにした旋回流管の吐出構造であって、
旋回案内板の終端位置を旋回流管の下端に設定すると共に、平面的に見て旋回流管の中心から下部水平流の流通方向下流側へ延びる直線方向を0°とした場合に、反旋回方向へ90°〜180°の範囲内に前記旋回案内板の終端位置がくるように構成したことを特徴とする旋回流管の吐出構造にかかるものである。
【0012】
前記旋回流管の吐出構造においては、旋回方向へ0°〜90°の範囲内であって且つ旋回流管の下端部における旋回案内板の下側に、旋回案内板の終端位置を通過した流体の旋回流を止める旋回止め板を設けることが望ましい。
【0013】
又、旋回案内板の終端位置における旋回流管の中心側に、該旋回流管の中心側における流体の旋回流を弱める抵抗板を設けることもできる。
【0014】
上記手段によれば、以下のような作用が得られる。
【0015】
雨水等の流体が上端から流入すると、流体は旋回流管の内部に設けられた旋回案内板によって旋回が与えられ、旋回流となって旋回流管の内部を流下し、旋回流管の下端における旋回案内板の終端位置から吐出され、下部水平流に合流するが、旋回案内板の終端位置を旋回流管の下端に設定すると共に、平面的に見て旋回流管の中心から下部水平流の流通方向下流側へ延びる直線方向を0°とした場合に、反旋回方向へ90°〜180°の範囲内に前記旋回案内板の終端位置がくるように構成すると、旋回流管からの吐出流は、下部水平流の流通方向と反対方向への流れ成分が少なくなって、大部分が下部水平流の流通方向に沿って流出する形となる。
【0016】
又、旋回方向へ0°〜90°の範囲内であって且つ旋回流管の下端部における旋回案内板の下側に、旋回案内板の終端位置を通過した流体の旋回流を止める旋回止め板を設けると、前記旋回流管からの吐出流に残存する下部水平流の流通方向と反対方向への流れ成分は、前記旋回止め板によって阻止され、下部水平流の流通方向に沿う流れとなる。
【0017】
前記旋回止め板の設置位置によっては、旋回案内板の終端位置に対する旋回止め板の間隔が短くなり、旋回止め板の手前で渦ができ、下部水平流の流通方向と反対方向への新たな流れ成分が発生することがあるが、旋回案内板の終端位置における旋回流管の中心側に、該旋回流管の中心側における流体の旋回流を弱める抵抗板を設けると、前記旋回止め板の手前で渦ができにくくなり、下部水平流の流通方向と反対方向への新たな流れ成分が発生することもなくなる。
【0018】
【発明の実施の形態】
以下、本発明の実施の形態を図示例と共に説明する。
【0019】
図1及び図2は本発明を実施する形態の一例であって、図中、図5及び図6と同一の符号を付した部分は同一物を表わしており、基本的な構成は図5及び図6に示す従来のものと同様であるが、本図示例の特徴とするところは、図1及び図2に示す如く、旋回案内板3の終端位置を旋回流管4の下端に設定すると共に、平面的に見て旋回流管4の中心から下部水平流6の流通方向下流側へ延びる直線方向を0°とした場合に、反旋回方向(図の例では時計回り方向)へ135°(図ではマイナス側として示してある。)の位置に前記旋回案内板3の終端位置がくるように構成した点にある。
【0020】
一方、旋回方向(図の例では反時計回り方向)へ45°(図ではプラス側として示してある。)の位置であって且つ旋回流管4の下端部における旋回案内板3の下側には、旋回案内板3の終端位置を通過した流体の旋回流を止める旋回止め板8を設けてある。
【0021】
更に、旋回案内板3の終端位置における旋回流管4の中心側には、該旋回流管4の中心側における流体の旋回流を弱める抵抗板9を設けてある。該抵抗板9の幅Wは、旋回流管4の内面における半径をRとした場合、およそ0.25R〜0.3R程度としてある。
【0022】
又、旋回案内板3の中心部には、上端が流入部1a内上部に開口し且つ下端が下部水平管5内に開口した中心管10を配設し、該中心管10の上部は、フレーム11を介して流入部1aに支持されるようにしてある。
【0023】
次に、上記図示例の作動を説明する。
【0024】
雨水等の流体が上端から流入すると、流体は旋回流管4の内部に設けられた旋回案内板3によって旋回が与えられ、旋回流となって旋回流管4の内部を流下し、旋回流管4の下端における旋回案内板3の終端位置から下部水平管5内に吐出され、下部水平流6に合流するが、旋回案内板3の終端位置を旋回流管4の下端に設定すると共に、平面的に見て旋回流管4の中心から下部水平流6の流通方向下流側へ延びる直線方向を0°とした場合に、反旋回方向へ−135°の位置に前記旋回案内板3の終端位置がくるように構成すると、旋回流管4からの吐出流は、下部水平流6の流通方向と反対方向への流れ成分が少なくなって、大部分が下部水平流6の流通方向に沿って流出する形となる。尚、中心管10の下端が下部水平管5内に開口しているため、下部水平管5内で流体から分離された空気は中心管10の内部を通って上部に効果的に排出される。
【0025】
又、旋回方向へ+45°の位置であって且つ旋回流管4の下端部における旋回案内板3の下側に、旋回案内板3の終端位置を通過した流体の旋回流を止める旋回止め板8を設けると、前記旋回流管4からの吐出流に残存する下部水平流6の流通方向と反対方向への流れ成分は、前記旋回止め板8によって阻止され、下部水平流6の流通方向に沿う流れとなる。
【0026】
尚、実機に対する縮小模型を用い、VTR撮影と目視による流動観察を行った実験においては、図2に示す如く、旋回案内板3の終端位置を−135°の位置に設定し、且つ旋回止め板8の設置位置を+45°の位置に設定した場合に、下部水平流6への影響が最小限に抑えられることが確認されたが、旋回案内板3の終端位置並びに旋回止め板8の設置位置は、流体の流速並びに流量に応じて適宜選定すべきであることは言うまでもなく、旋回案内板3の終端位置は、−135°の位置を基準に±45°の範囲即ち−90°〜−180°の範囲内とすることができ、旋回止め板8の設置位置は、+45°の位置を基準に±45°の範囲即ち0°〜+90°の範囲内とすることができる。
【0027】
例えば、流体の流速並びに流量が増加するほど、旋回流の旋回力は強まるため、旋回案内板3の終端位置は−180°の位置に近づけ、旋回止め板8の設置位置は+90°の位置に近づけていけばよく、又、逆に流体の流速並びに流量が減少するほど、旋回流の旋回力は弱まるため、旋回案内板3の終端位置は−90°の位置に近づけ、旋回止め板8の設置位置は0°の位置に近づけていけばよい。
【0028】
又、本図示例の場合には、旋回流の旋回方向が上方から見て反時計回り方向であるため、旋回案内板3の終端位置は、図2において、−90°〜−180°の範囲内となり、旋回止め板8の設置位置は、図2において、0°〜+90°の範囲内となるが、旋回方向が上方から見て時計回り方向である場合には、旋回案内板3の終端位置は、図2において、+90°〜+180°の範囲内となり、旋回止め板8の設置位置は、図2において、0°〜−90°の範囲内となる。
【0029】
前記旋回止め板8の設置位置によっては、旋回案内板3の終端位置に対する旋回止め板8の間隔が短くなり、旋回止め板8の手前で渦ができ、下部水平流6の流通方向と反対方向への新たな流れ成分が発生することがあるが、旋回案内板3の終端位置における旋回流管4の中心側に、該旋回流管4の中心側における流体の旋回流を弱める抵抗板9を設けると、前記旋回止め板8の手前で渦ができにくくなり、下部水平流6の流通方向と反対方向への新たな流れ成分が発生することもなくなる。
【0030】
こうして、余分なスペースを多く必要とせずに、鉛直な旋回流管4から流下する流体を、その衝撃を低減し且つ下部水平流6への影響を最小限に抑えつつ、下部水平流に対し安定して合流させ得る。
【0031】
尚、本発明の旋回流管の吐出構造は、上述の図示例にのみ限定されるものではなく、図3及び図4に示す如く、両端に下部水平管5が接続され且つ内部に下部水平流6が流通されるブロック12の上部に旋回流管4の下端を接続するようにしたものにも適用可能なこと、又、中心管10がなくても、同等の性能が得られること等、その他、本発明の要旨を逸脱しない範囲内において種々変更を加え得ることは勿論である。
【0032】
【発明の効果】
以上、説明したように本発明の旋回流管の吐出構造によれば、余分なスペースを多く必要とせずに、鉛直な旋回流管から流下する流体を、その衝撃を低減し且つ下部水平流への影響を最小限に抑えつつ、下部水平流に対し安定して合流させ得るという優れた効果を奏し得る。
【図面の簡単な説明】
【図1】本発明を実施する形態の一例の切断面図である。
【図2】図1のII−II矢視図である。
【図3】本発明を実施する形態の変形例の切断面図である。
【図4】図3のIV−IV矢視図である。
【図5】従来の一例を示す切断面図である。
【図6】図5のVI方向矢視図である。
【図7】従来の他の例を示す切断面図である。
【図8】従来の更に他の例を示す切断面図である。
【符号の説明】
2 管
3 旋回案内板
4 旋回流管
6 下部水平流
8 旋回止め板
9 抵抗板
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a discharge structure for a swirling flow tube.
[0002]
[Prior art]
In order to eliminate inundation damage caused by rainwater in urban areas, a part of rainwater that has fallen during heavy rain is temporarily stored in a large storage room located underground, and when the water level of the river drops, the water stored in the storage room A facility for inundation countermeasures is currently planned to pump up the water and discharge it to the river.
[0003]
In the above-mentioned inundation countermeasure facility, as a structure for dropping water by guiding a length of 10 to 50 m between a water collecting pipe for collecting rainwater and a lower horizontal pipe communicating with a storage chamber provided deep underground, FIG. And a swirl tube as shown in FIG.
[0004]
On the other hand, a swirl flow tube has been studied as a device for dropping rain water or other water into a lower horizontal pipe for guiding it to a drainage underground discharge pipe provided deep underground.
[0005]
FIGS. 5 and 6 show an example of a swirl flow pipe. A vertical pipe having an upper end connected to an inflow portion 1a of a water collecting pipe 1 for sending a fluid such as rainwater from a water diversion facility (not shown). 2 and a swirling guide plate 3 is provided inside the pipe 2 to form a swirling flow pipe 4, and the lower end of the swirling flow pipe 4 extends in the horizontal direction and communicates with an underground discharge pipe and a storage chamber (not shown). The lower horizontal pipe 5 is connected.
[0006]
In the swirl flow tube 4, when a fluid such as rainwater flows in from the upper end, the fluid turns into a swirl flow by the swirl guide plate 3 provided inside the swirl flow tube 4, and the swirl flow is maintained while the swirl flow is maintained. The fluid flows down to the lower end of the tube 4 and is discharged from the lower end portion of the swirling flow tube 4 to the lower horizontal tube 5. The fluid discharged to the lower horizontal tube 5 joins the lower horizontal flow 6 flowing in the lower horizontal tube 5. Then, it is guided and stored in an underground discharge pipe or a storage chamber (not shown).
[0007]
As described above, when the fluid is swirled down by the swirling flow tube 4, the falling energy of the fluid can be reduced, and therefore, the drop landing of the fluid discharged from the swirling flow tube 4 to the lower horizontal tube 5 can be reduced. Since the impact force in the water portion can be reduced to some extent, a large amount of fluid can be smoothly passed through the lower horizontal pipe 5 in a short time.
[0008]
[Problems to be solved by the invention]
However, the conventional swirling flow tube 4 as described above has a structure in which the swirling flow is directly discharged from the lower end of the swirling flow tube 4 to the lower horizontal tube 5. Since the flow component in the direction opposite to the flow direction is also included, there is a concern of affecting the lower horizontal flow 6.
[0009]
As shown in FIG. 7, if the pipe 2 is inclined rather than vertical and connected to the lower horizontal pipe 5, the impact force at the falling and landing portion of the fluid discharged from the pipe 2 to the lower horizontal pipe 5 is reduced. Although there is no fear of affecting the lower horizontal flow 6, in this case, a large amount of extra space is required and wasteful, and as shown in FIG. Although it is possible to provide an L-shaped nozzle 7 bent in the flow direction 6, in this case, the flow area of the lower horizontal pipe 5 becomes narrow, and the lower horizontal flow 6 may be obstructed. Both had problems.
[0010]
In view of such circumstances, the present invention does not require a lot of extra space, while reducing the impact of the fluid flowing down from the vertical swirling flow pipe and minimizing the influence on the lower horizontal flow, It is an object of the present invention to provide a discharge structure for a swirl flow tube that can be stably combined with a lower horizontal flow.
[0011]
[Means for Solving the Problems]
The present invention is a discharge structure for a swirling flow pipe in which a swirling guide plate is provided inside a pipe extending in the vertical direction so that a fluid flowing in from the upper end flows down while swirling and joins a lower horizontal flow,
When the end position of the swivel guide plate is set at the lower end of the swirl flow tube and the straight direction extending from the center of the swirl flow tube to the downstream side in the flow direction of the lower horizontal flow when viewed in plan is 0 ° The present invention relates to a discharge structure for a swirl flow tube, characterized in that the end position of the swivel guide plate is within a range of 90 ° to 180 ° in the direction.
[0012]
In the discharge structure of the swirl flow tube, the fluid that is within the range of 0 ° to 90 ° in the swirl direction and passes the terminal position of the swirl guide plate below the swivel guide plate at the lower end of the swirl flow tube. It is desirable to provide a rotation stop plate that stops the rotation flow.
[0013]
Further, a resistance plate that weakens the swirling flow of the fluid on the center side of the swirling flow tube may be provided on the center side of the swirling flow tube at the terminal position of the swirling guide plate.
[0014]
According to the above means, the following operation can be obtained.
[0015]
When a fluid such as rainwater flows in from the upper end, the fluid is swirled by a swirl guide plate provided inside the swirl flow tube, and flows into the swirl flow tube as a swirl flow, at the lower end of the swirl flow tube. It is discharged from the end position of the swirl guide plate and merges with the lower horizontal flow.The end position of the swirl guide plate is set at the lower end of the swirl flow tube, and the lower horizontal flow from the center of the swirl flow tube is viewed in plan view. When the linear direction extending downstream in the flow direction is set to 0 °, if the end position of the swivel guide plate is in the range of 90 ° to 180 ° in the anti-turning direction, the discharge flow from the swirling flow pipe The flow component in the direction opposite to the flow direction of the lower horizontal flow is reduced, and most of the flow component flows out along the flow direction of the lower horizontal flow.
[0016]
Further, a swivel stop plate that stops swirling flow of the fluid that has passed through the terminal position of the swivel guide plate is located in the swivel direction within the range of 0 ° to 90 ° and below the swivel guide plate at the lower end of the swirl flow tube. Is provided, the flow component in the direction opposite to the flow direction of the lower horizontal flow remaining in the discharge flow from the swirl flow tube is blocked by the swirl stop plate, and flows along the flow direction of the lower horizontal flow.
[0017]
Depending on the installation position of the anti-rotation plate, the interval of the anti-rotation plate with respect to the end position of the anti-rotation guide plate may be shortened, creating a vortex in front of the anti-rotation plate, and a new flow in the direction opposite to the flow direction of the lower horizontal flow. If a resistance plate that weakens the swirling flow of the fluid on the center side of the swirling flow tube is provided on the center side of the swirling flow tube at the end position of the swiveling guide plate, a component may be generated. Therefore, vortices are difficult to be generated, and new flow components in the direction opposite to the flow direction of the lower horizontal flow are not generated.
[0018]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, embodiments of the present invention will be described with reference to the drawings.
[0019]
1 and 2 show an example of an embodiment of the present invention. In the figure, the same reference numerals as those in FIGS. 5 and 6 denote the same components, and the basic configuration is shown in FIGS. 6 is the same as the conventional one shown in FIG. 6, but the feature of this example is that the end position of the swiveling guide plate 3 is set at the lower end of the swirling flow tube 4 as shown in FIGS. When the straight line direction extending from the center of the swirling flow tube 4 to the downstream side in the flow direction of the lower horizontal flow 6 is 0 ° when viewed in a plan view, it is 135 ° in the counter-turning direction (clockwise direction in the example in the figure). In the drawing, it is shown as a minus side.) The end position of the turning guide plate 3 is at the position.
[0020]
On the other hand, at a position of 45 ° (shown as a plus side in the drawing) in the turning direction (counterclockwise direction in the drawing) and below the turning guide plate 3 at the lower end of the turning flow tube 4. Is provided with a swivel stop plate 8 that stops the swirling flow of the fluid that has passed through the end position of the swivel guide plate 3.
[0021]
Further, a resistance plate 9 that weakens the swirling flow of the fluid on the center side of the swirling flow tube 4 is provided on the center side of the swirling flow tube 4 at the terminal position of the swirling guide plate 3. The width W of the resistance plate 9 is about 0.25R to 0.3R, where R is the radius on the inner surface of the swirling flow tube 4.
[0022]
Further, a central tube 10 having an upper end opened in the upper part in the inflow portion 1a and a lower end opened in the lower horizontal tube 5 is disposed at the center of the turning guide plate 3, and the upper portion of the central tube 10 is a frame. 11 to be supported by the inflow portion 1a.
[0023]
Next, the operation of the illustrated example will be described.
[0024]
When a fluid such as rainwater flows in from the upper end, the fluid is swirled by a swirl guide plate 3 provided in the swirl flow tube 4 and flows down in the swirl flow tube 4 as a swirl flow. 4 is discharged into the lower horizontal pipe 5 from the end position of the swiveling guide plate 3 at the lower end of 4 and merges with the lower horizontal flow 6, but the end position of the swiveling guide plate 3 is set at the lower end of the swirling flow pipe 4 and is flat. When the straight direction extending from the center of the swirling flow pipe 4 to the downstream side in the flow direction of the lower horizontal flow 6 is defined as 0 °, the end position of the swiveling guide plate 3 at a position of −135 ° in the anti-turning direction. If the configuration is such that the discharge flow from the swirling flow pipe 4 has less flow components in the direction opposite to the flow direction of the lower horizontal flow 6, most of it flows out along the flow direction of the lower horizontal flow 6. It becomes the form to do. Since the lower end of the central tube 10 is opened in the lower horizontal tube 5, the air separated from the fluid in the lower horizontal tube 5 is effectively discharged to the upper part through the inside of the central tube 10.
[0025]
Further, a swivel stop plate 8 that stops the swirling flow of the fluid that has passed through the terminal position of the swivel guide plate 3 at a position of + 45 ° in the swirl direction and below the swivel guide plate 3 at the lower end of the swirl flow tube 4. Is provided, the flow component in the direction opposite to the flow direction of the lower horizontal flow 6 remaining in the discharge flow from the swirl flow pipe 4 is blocked by the swirl stop plate 8 and follows the flow direction of the lower horizontal flow 6. It becomes a flow.
[0026]
In the experiment in which the reduced scale model for the actual machine was used and VTR photographing and visual flow observation were performed, as shown in FIG. 2, the end position of the turning guide plate 3 was set at a position of −135 °, and the turning stop plate It has been confirmed that the influence on the lower horizontal flow 6 can be minimized when the installation position 8 is set to + 45 °. However, the end position of the turning guide plate 3 and the installation position of the turning stop plate 8 are confirmed. Needless to say, the end position of the swivel guide plate 3 is in a range of ± 45 ° with respect to the position of −135 °, that is, −90 ° to −180. The swivel stop plate 8 can be placed in a range of ± 45 °, that is, in a range of 0 ° to + 90 °, with respect to the + 45 ° position.
[0027]
For example, as the flow velocity and flow rate of the fluid increase, the swirl force of the swirl flow increases, so that the end position of the swivel guide plate 3 is brought closer to the position of −180 °, and the installation position of the swivel stop plate 8 is moved to the position of + 90 °. As the flow velocity and flow rate of the fluid decrease, the swirl force of the swirl flow becomes weaker. Therefore, the end position of the swivel guide plate 3 approaches -90 °, and the swivel stop plate 8 The installation position should be close to 0 °.
[0028]
In the case of the illustrated example, the swirling direction of the swirling flow is counterclockwise as viewed from above, and therefore the end position of the swiveling guide plate 3 is in the range of −90 ° to −180 ° in FIG. The installation position of the turning stop plate 8 is in the range of 0 ° to + 90 ° in FIG. 2, but when the turning direction is clockwise when viewed from above, the end of the turning guide plate 3 is located. The position is in the range of + 90 ° to + 180 ° in FIG. 2, and the installation position of the anti-rotation plate 8 is in the range of 0 ° to −90 ° in FIG.
[0029]
Depending on the installation position of the swivel stop plate 8, the distance between the swivel stop plate 8 with respect to the end position of the swivel guide plate 3 is shortened, and a vortex is formed in front of the swivel stop plate 8, opposite to the flow direction of the lower horizontal flow 6. However, a resistance plate 9 that weakens the swirling flow of the fluid on the center side of the swirling flow tube 4 is provided on the center side of the swirling flow tube 4 at the end position of the swirling guide plate 3. If it is provided, it becomes difficult for the vortex to be formed in front of the anti-rotation plate 8, and a new flow component in the direction opposite to the flow direction of the lower horizontal flow 6 is not generated.
[0030]
In this way, the fluid flowing down from the vertical swirling flow pipe 4 is stable against the lower horizontal flow while reducing the impact and minimizing the influence on the lower horizontal flow 6 without requiring much extra space. And can be merged.
[0031]
In addition, the discharge structure of the swirling flow tube of the present invention is not limited to the above-described examples. As shown in FIGS. 3 and 4, the lower horizontal tube 5 is connected to both ends and the lower horizontal flow is internally provided. The present invention can be applied to an apparatus in which the lower end of the swirl flow pipe 4 is connected to the upper part of the block 12 through which the flow of the pipe 6 is circulated, and equivalent performance can be obtained without the central pipe 10. Of course, various modifications can be made without departing from the scope of the present invention.
[0032]
【The invention's effect】
As described above, according to the swirl flow tube discharge structure of the present invention, the fluid flowing down from the vertical swirl flow tube is reduced in impact and reduced to the lower horizontal flow without requiring much extra space. The effect of being able to make it merge stably with respect to a lower horizontal flow can be show | played, suppressing the influence of this to the minimum.
[Brief description of the drawings]
FIG. 1 is a sectional view of an example of an embodiment for carrying out the present invention.
FIG. 2 is a view taken in the direction of arrows II-II in FIG.
FIG. 3 is a sectional view of a modification of the embodiment for carrying out the present invention.
4 is a view taken along arrow IV-IV in FIG. 3;
FIG. 5 is a cross-sectional view showing an example of the prior art.
6 is a view taken in the direction of the arrow VI in FIG. 5;
FIG. 7 is a cross-sectional view showing another conventional example.
FIG. 8 is a sectional view showing still another conventional example.
[Explanation of symbols]
2 Tube 3 Swiveling guide plate 4 Swirling flow tube 6 Lower horizontal flow 8 Swing stop plate 9 Resistance plate

Claims (3)

鉛直方向に延びる管の内部に旋回案内板を設けて上端から流入する流体を旋回させながら流下させ、下部水平流に合流させるようにした旋回流管の吐出構造であって、
旋回案内板の終端位置を旋回流管の下端に設定すると共に、平面的に見て旋回流管の中心から下部水平流の流通方向下流側へ延びる直線方向を0°とした場合に、反旋回方向へ90°〜180°の範囲内に前記旋回案内板の終端位置がくるように構成したことを特徴とする旋回流管の吐出構造。
A discharge structure for a swirling flow pipe in which a swiveling guide plate is provided inside a pipe extending in the vertical direction so that the fluid flowing in from the upper end flows down while swirling and joins the lower horizontal flow,
When the end position of the swivel guide plate is set at the lower end of the swirl flow tube and the straight direction extending from the center of the swirl flow tube to the downstream side in the flow direction of the lower horizontal flow when viewed in plan is 0 ° A discharge structure for a swirl flow tube, characterized in that the end position of the swivel guide plate is within a range of 90 ° to 180 ° in the direction.
旋回方向へ0°〜90°の範囲内であって且つ旋回流管の下端部における旋回案内板の下側に、旋回案内板の終端位置を通過した流体の旋回流を止める旋回止め板を設けた請求項1記載の旋回流管の吐出構造。A swivel stop plate that stops the swirl flow of the fluid that has passed through the terminal position of the swivel guide plate is provided below the swivel guide plate within the range of 0 ° to 90 ° in the swirl direction and at the lower end of the swirl flow tube. The discharge structure for a swirling flow tube according to claim 1. 旋回案内板の終端位置における旋回流管の中心側に、該旋回流管の中心側における流体の旋回流を弱める抵抗板を設けた請求項2記載の旋回流管の吐出構造。The discharge structure of a swirl flow tube according to claim 2, wherein a resistance plate that weakens the swirl flow of the fluid on the center side of the swirl flow tube is provided on the center side of the swirl flow tube at the end position of the swirl guide plate.
JP29094499A 1999-10-13 1999-10-13 Discharge structure of swirling flow pipe Expired - Fee Related JP4484989B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111395494A (en) * 2020-04-26 2020-07-10 广东天濠建设工程有限公司 Can prevent municipal drainage pipe of jam

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Publication number Priority date Publication date Assignee Title
CN107299670B (en) * 2017-06-17 2020-05-26 奉化市中新阀门有限公司 Prevent ponding drain pipe

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JPS535943B2 (en) * 1972-11-15 1978-03-03
JP3425503B2 (en) * 1996-04-25 2003-07-14 積水化学工業株式会社 Pipe with spiral guideway
JPH11210061A (en) * 1997-11-18 1999-08-03 Sekisui Chem Co Ltd Pipe with spiral guide passage
JPH11172746A (en) * 1997-12-08 1999-06-29 Hitoshi Ogawa Drop
JP2000038764A (en) * 1998-07-23 2000-02-08 Ishikawajima Harima Heavy Ind Co Ltd Vortex type fall work

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111395494A (en) * 2020-04-26 2020-07-10 广东天濠建设工程有限公司 Can prevent municipal drainage pipe of jam

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