JPH02138595A - U-shaped pipe structure - Google Patents

U-shaped pipe structure

Info

Publication number
JPH02138595A
JPH02138595A JP28771788A JP28771788A JPH02138595A JP H02138595 A JPH02138595 A JP H02138595A JP 28771788 A JP28771788 A JP 28771788A JP 28771788 A JP28771788 A JP 28771788A JP H02138595 A JPH02138595 A JP H02138595A
Authority
JP
Japan
Prior art keywords
shaped pipe
filter unit
shaped
shaped tube
water
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
JP28771788A
Other languages
Japanese (ja)
Inventor
Akira Rokkaku
朗 六角
Shinichirou Satou
佐藤 深一郎
Hiroshi Takashimizu
高清水 弘
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.)
Hitachi Ltd
Hitachi Nuclear Engineering Co Ltd
Original Assignee
Hitachi Ltd
Hitachi Nuclear Engineering 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 Hitachi Ltd, Hitachi Nuclear Engineering Co Ltd filed Critical Hitachi Ltd
Priority to JP28771788A priority Critical patent/JPH02138595A/en
Publication of JPH02138595A publication Critical patent/JPH02138595A/en
Pending legal-status Critical Current

Links

Landscapes

  • Branch Pipes, Bends, And The Like (AREA)

Abstract

PURPOSE:To improve the workability of a filter unit by disposing a flow resisting body consisting of an orifice in and around the lower end of a U-shaped pipe exhausting drain water. CONSTITUTION:A U-shaped pipe 1 connected to a filter unit proceasing mists and dusts in a processing chamber for exhausting drain water which contains a liquid is divided into two parts with a flange part on its one end. A flow resisting body 2 having an orifice structure 3 in its inside is disposed between the halved U-shaped pipes and fixed to the flange part of the U-shaped pipe 1. Consequently, the dimension of the U-shaped pipe used to exhaust drain water can be reduced by half, and the workability of the filter unit to which the U-shaped pipe can be significantly improved.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、ミス1へ除去フィルタ等のドレン水を処理す
るためのU字管構造に係り、特に、差圧発生時にシール
水の液面振動を抑制し、U字管の必要長さ、及び、シー
ル水の水位計測におけるシール水水面の安定性確保に好
適なU字管構造に関する。
Detailed Description of the Invention [Field of Industrial Application] The present invention relates to a U-shaped pipe structure for treating drain water such as a filter for removing mistakes, and in particular, the liquid level of seal water is The present invention relates to a U-shaped tube structure that is suitable for suppressing vibration, ensuring the required length of the U-shaped tube, and the stability of the seal water surface when measuring the seal water level.

[従来の技術〕 第2図を用いて従来例を説明する。[Conventional technology] A conventional example will be explained using FIG.

処理室6内のミストやダストを処理するフィルタユニッ
ト7に接続されているU字管1の上・下方向長さは、フ
ァン8の起動や停止時に生じるU字管内シール水の水面
振動によりシール水5がフィルタユニット7内や、ドレ
ン管ライン9から一気に排出されてシール水5がU字管
1内から喪失されてしまうことが無いように十分な長さ
を確保する必要がある。
The vertical length of the U-shaped tube 1 connected to the filter unit 7 that processes mist and dust in the processing chamber 6 is sealed by the water surface vibration of the seal water inside the U-shaped tube that occurs when the fan 8 is started or stopped. It is necessary to ensure a sufficient length so that the water 5 is not discharged from the filter unit 7 or the drain pipe line 9 all at once and the seal water 5 is not lost from the U-shaped pipe 1.

従来におけるU字管の上・下方向必要長さの設定方法を
下記に示す。
The conventional method for setting the required length of a U-shaped tube in the upward and downward directions is shown below.

ファン8の起動時にフィルタユニツ1〜7内の圧力がx
 mm A gの負圧となる場合にはフィルタユニット
7側Uシール水の水面は、停止時の水面より図中2方向
へこの時の平衡水位x / 2をx/2オーバーシュー
トし、最大Xまで上昇する。
When the fan 8 is started, the pressure inside the filter units 1 to 7 is x
In the case of a negative pressure of mm A g, the water surface of the U seal water on the filter unit 7 side will overshoot the equilibrium water level x/2 at this time by x/2 from the water surface at the time of stop in two directions in the figure, and reach the maximum rises to.

第3図に示すように、フィルタユニツ1へ側のシール水
の水面は、停止時のシール水の水面位置を基準点とする
とそれより、x/2高い水位10を中心に、ドレン管ラ
イン側のシール水の水面はそれよりx/2低い水位11
を中心に振動する。この振動によってシール水の雨水面
落差は最大2xとなる。
As shown in Fig. 3, the water level of the seal water on the side toward the filter unit 1 is centered on the water level 10, which is x/2 higher than the water level of the seal water when stopped, on the drain pipe line side. The water level of the seal water is x/2 lower than the water level 11
It vibrates around. Due to this vibration, the rainwater level drop of the seal water increases to a maximum of 2x.

よって、U字管上・下方向寸法は、最低でも、2xを確
保する必要がある。確保出来ない場合には、ファン8起
動時にシール水5がフィルタユニット7内に全て流れ込
み、フィルタユニット7内にあふれミスト除去フィルタ
4下流に設置されているダストフィルタ12に水害を与
える。
Therefore, the upper and lower dimensions of the U-shaped tube must be at least 2x. If this cannot be ensured, all of the seal water 5 flows into the filter unit 7 when the fan 8 is started, overflowing into the filter unit 7, and causing water damage to the dust filter 12 installed downstream of the mist removal filter 4.

第4図と第5図は、U字管1の施工性を説明する図であ
る。
4 and 5 are diagrams for explaining the workability of the U-shaped pipe 1. FIG.

tJ字管はフィルタユニット7の下部に設置されるため
、最下階の床13にフィルタユニット7を設置する場合
には、11字管上・下方向必要長さ(2x)以上、フィ
ルタユニットを支持台14等を用いて持ち上げ施工する
必要があった。
Since the J-shaped tube is installed at the bottom of the filter unit 7, when installing the filter unit 7 on the floor 13 of the lowest floor, the filter unit must be installed at least the required length (2x) of the 11-shaped tube in the upward and downward directions. It was necessary to lift it up using the support stand 14 or the like.

このU字管上・下方向の必要長さ士ファン8の締切り揚
程を200〜1000mm A gとすると、約400
〜2000nm必要となる。仮に、ファンの締切り揚程
が1100OnniAである場合には、フィルタユニッ
ト7を2000m支持台14等により持ち上げる必要が
あるが、フィルタユニット7が天井15とぶつかり持ち
上げられない事がある。この場合には、フィルタユニッ
ト7を屋上16、又は、上階に設置する等の対策が必要
であった。
The required length of this U-shaped tube in the upper and lower directions is approximately 400 mm, assuming that the cut-off lift of the fan 8 is 200 to 1000 mm A g.
~2000 nm is required. If the cut-off lift of the fan is 1100 OnniA, it is necessary to lift the filter unit 7 by 2000 m using the support stand 14 or the like, but the filter unit 7 may collide with the ceiling 15 and cannot be lifted. In this case, it was necessary to take measures such as installing the filter unit 7 on the rooftop 16 or on an upper floor.

第6図は、U字管内シール水の水位を確認する場合の従
来の問題点を説明する図である。第3図に示したシール
水水面振動は、シール水とU字管との流動抵抗が無けれ
ば、理論的には無限時間くり返えされる。実際には、多
少の流動抵抗があるため、しだいに減衰するが水位計に
よりその水位を計測出来る振動中まで減衰するには、U
字管の寸法やファン起動時のフィルタユニットに生じる
負圧度にもよるが10分程度必要であり、ファン起動の
直後において正常にシール水が確保されていることを確
認することは不可能であった。
FIG. 6 is a diagram illustrating a conventional problem when checking the level of seal water in a U-shaped pipe. Theoretically, the seal water surface vibration shown in FIG. 3 can be repeated for an infinite time if there is no flow resistance between the seal water and the U-shaped tube. In reality, there is some flow resistance, so it gradually dampens, but it takes U
It takes about 10 minutes, depending on the dimensions of the tube and the degree of negative pressure generated in the filter unit when the fan is started, and it is impossible to confirm that seal water is properly secured immediately after the fan is started. there were.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

上記従来技術は、U字管内シール水5がファン8起動時
等に大きく振動し、ファン8の運転後のU字管内のシー
ル水水面の必要落差(平衡落差X)に対してU字管の上
・下方向長さを平衡落差の二倍(2x)取る必要があっ
た。これによりフィルタユニット7を配置する場合には
、必要以上にフィルタユニット7を支持台14等により
高く持ち上げる対策や、フィルタユニットの設置室を、
屋上16又は上階に変更する等の対策が必要であり施工
性に大きな問題を生じさせていた。
In the above conventional technology, the seal water 5 in the U-shaped pipe vibrates greatly when the fan 8 is started, and the difference between the seal water level in the U-shaped pipe and the required head (equilibrium head It was necessary to take the length in the upward and downward directions twice (2x) the equilibrium head. As a result, when arranging the filter unit 7, it is necessary to take measures to raise the filter unit 7 higher than necessary on the support stand 14, etc., and to reduce the installation room of the filter unit.
Measures such as changing to the roof 16 or upper floors were required, which caused a big problem in construction.

本発明の目的は、U字管の上・下方向必要長さを最低限
必要な平衡落差(x)程度とすることにより、U字管の
上・下方向の必要長さを低減し、フィルタユニツl−7
の施工性を改善することにある。
The purpose of the present invention is to reduce the required length of the U-shaped tube in the upward and downward directions by reducing the required length of the U-shaped tube in the upward and downward directions to about the minimum required equilibrium head (x), and to reduce the required length of the U-shaped tube in the upward and downward directions. Units l-7
The aim is to improve the workability of.

(課題を解決するための手段〕 上記目的は、第1図に示すように、従来のU字管1に流
動抵抗体2をU字管、下端、もしくは、その付近に設置
することにより達成される。
(Means for solving the problem) The above object is achieved by installing a flow resistor 2 in a conventional U-shaped tube 1 at or near the lower end of the U-shaped tube, as shown in FIG. Ru.

〔作用〕[Effect]

設置した流動抵抗体2が0字管内シール水振動現象の発
生時に、Uシール水の振動に対し制動作用を与えるため
、Uシール水のオーバーシュートを極力抑制することが
出来る。
Since the installed flow resistor 2 provides a damping action to the vibration of the U-seal water when the seal water vibration phenomenon in the 0-shaped pipe occurs, overshoot of the U-seal water can be suppressed as much as possible.

〔実施例〕〔Example〕

以下、本発明の一実施例を図面を参照しながら説明する
An embodiment of the present invention will be described below with reference to the drawings.

第1図は、本発明の一実施例を示す側面図であり、液体
の入ったU字管1はフランジ部を片端にもつ二つの部分
に分割されている。二分割されたU字管の間には、内部
にオリフィス構造3をもつ流動抵抗体2が設置され、U
字管1のフランジ部にボルトで固定されている。
FIG. 1 is a side view showing an embodiment of the present invention, in which a U-shaped tube 1 containing a liquid is divided into two parts each having a flange at one end. A flow resistor 2 having an orifice structure 3 inside is installed between the two divided U-shaped tubes, and
It is fixed to the flange portion of the tube 1 with bolts.

第7図は、U字管1内での液体の振動を解析するための
モデルであり、液柱の長さをQ、管の直径をd、管内の
摩擦損失係数をλ、局部損失係数をξとし、また1重力
加速度をgとして、管の断面積Axとオリフィス3の穴
の面積Azの比が異なる三つのケースを解析対象とする
。ただし、解析するモデルのスペックは表に記した値と
する。
Figure 7 is a model for analyzing the vibration of liquid inside the U-shaped tube 1, where the length of the liquid column is Q, the diameter of the tube is d, the friction loss coefficient inside the tube is λ, and the local loss coefficient is ξ and 1 gravitational acceleration as g, three cases in which the ratio of the cross-sectional area Ax of the pipe to the area Az of the hole in the orifice 3 are different are analyzed. However, the specifications of the model to be analyzed shall be the values listed in the table.

初期条件は、最初U字管1の両端からは同じ圧力がかか
つており水位はつり合っているが、時刻1=0でU字管
の片側から圧力P = 500 [ma+Aglが作用
するものとし、その後の液面の振動について解析を行な
う。
The initial conditions are that the same pressure is applied from both ends of the U-shaped tube 1 and the water levels are balanced, but at time 1 = 0, the pressure P = 500 [ma + Agl is applied from one side of the U-shaped tube, and then We will analyze the vibration of the liquid level.

振動の中心からの水位を変数2とすると、U字管1にお
ける運動方程式は、 上式の近似解は、次のようになる。
Assuming that the water level from the center of vibration is variable 2, the equation of motion in U-shaped tube 1 is: The approximate solution to the above equation is as follows.

Z= acos (ωOt、) a = 1+□ε0ωoaot 3 π ただし、aQは時刻1=0でのZの値である。近似解の
式にモデルのスペックを代入すると、三つのケースに対
してそれぞれ次の式を得る。
Z= acos (ωOt,) a = 1+□ε0ωoaot 3 π However, aQ is the value of Z at time 1=0. By substituting the model specifications into the approximate solution equation, we obtain the following equations for each of the three cases.

0.157 t + 4 7.28 t + 4 44、Ot+4 第8図に、三つのケースに対して、時刻1=0からt 
= 5[s ]までの水位の変動を初期水位を基準点(
0)として表わしたグラフを示す。ケース1では、振幅
が大きく、減衰の速度も遅いのに対し、ケース2、ケー
ス3では振幅も小さく、減衰の速度も非常に速いという
顕著な差が表われている。
0.157 t + 4 7.28 t + 4 44, Ot+4 Figure 8 shows that from time 1 = 0 to t
= 5[s] The initial water level is the reference point (
0) is shown. In Case 1, the amplitude is large and the rate of attenuation is slow, whereas in Cases 2 and 3, the amplitude is small and the rate of attenuation is very fast, showing a remarkable difference.

本実施例によれば、第3図の表のように、液体の振動に
よるオーバーシュートに対する対策として、従来例では
、100%もの設計余裕を必要としていたのに対し、約
12%の設計余裕を見込むだけでよいという点と、液体
が最終定常状態の5%以下まで減衰するのにかかる時間
が、従来例では400秒もの長い期間であるのに対し2
、二秒というほとんど無視できるような値にまで短縮で
きる。
According to the present embodiment, as shown in the table of FIG. 3, as a countermeasure against overshoot due to liquid vibration, a design margin of about 12% is required, whereas in the conventional example, a design margin of 100% is required. In addition, the time it takes for the liquid to decay to less than 5% of the final steady state is 2.2 seconds, compared to the long period of 400 seconds in the conventional case.
, can be reduced to an almost negligible value of two seconds.

このようにU字管1内に簡単なオリフィス3の構造をも
つ流動抵抗体2を設置するだけで、オーバーシュート対
策としてのU字管1の端部の延長の割合を極力押え、U
字管1の長短縮に効力を発揮する。
In this way, by simply installing the flow resistor 2 with a simple orifice 3 structure inside the U-shaped tube 1, the extension ratio of the end of the U-shaped tube 1 can be suppressed as much as possible as a countermeasure against overshoot, and the U-shaped tube 1 can be
It is effective in shortening the length of the tube 1.

〔発明の効果〕〔Effect of the invention〕

本発明によれば、ドレン水を排出するのに使用するU字
管の寸法を半減させることができるので、U字管が接続
されているフィルタユニットの施工性を大幅に改善する
ことができる。
According to the present invention, the size of the U-shaped pipe used to discharge drain water can be halved, so that the workability of the filter unit to which the U-shaped pipe is connected can be greatly improved.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の一実施例の側面図、第2図は従来例の
側面図、第3図はシール水の水面の変動を示す図、第4
図と第5図はU字管の施工性の説明図、第6図はU字管
内シール水の水位を確認する場合の従来の問題点の説明
図、第7図はU字管内での液体の振動を解析するモデル
図、第8図は三つの解析ケースにおける水位変動を表わ
したグラフである。 1・・・U字管、2・・・流動抵抗体、3・・・オリフ
ィス。 第1図 ?32図 第6図 第4因 第5図 第7図
FIG. 1 is a side view of an embodiment of the present invention, FIG. 2 is a side view of a conventional example, FIG. 3 is a diagram showing fluctuations in the water level of seal water, and FIG.
Figure 5 and Figure 5 are explanatory diagrams of the workability of U-shaped pipes, Figure 6 is an explanatory diagram of conventional problems when checking the water level of seal water inside the U-shaped pipe, and Figure 7 is an explanatory diagram of the problem of conventional problems when checking the water level of seal water in the U-shaped pipe. Figure 8 is a graph showing water level fluctuations in three analysis cases. 1... U-shaped tube, 2... Flow resistor, 3... Orifice. Figure 1? Figure 32 Figure 6 Figure 4 Cause Figure 5 Figure 7

Claims (1)

【特許請求の範囲】 1、ドレン水を排出するU字管において、 前記U字管の下端、もしくは、その付近にオリフィス等
からなる流動抵抗体を設置したことを特徴とするU字管
構造。
[Scope of Claims] 1. A U-shaped pipe structure for discharging drain water, characterized in that a flow resistor consisting of an orifice or the like is installed at or near the lower end of the U-shaped pipe.
JP28771788A 1988-11-16 1988-11-16 U-shaped pipe structure Pending JPH02138595A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28771788A JPH02138595A (en) 1988-11-16 1988-11-16 U-shaped pipe structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28771788A JPH02138595A (en) 1988-11-16 1988-11-16 U-shaped pipe structure

Publications (1)

Publication Number Publication Date
JPH02138595A true JPH02138595A (en) 1990-05-28

Family

ID=17720830

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28771788A Pending JPH02138595A (en) 1988-11-16 1988-11-16 U-shaped pipe structure

Country Status (1)

Country Link
JP (1) JPH02138595A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009000007A (en) * 2007-06-19 2009-01-08 Nisshin Seifun Group Inc Bactericidal method for grain and bean
CN106693584A (en) * 2017-01-11 2017-05-24 靖江市易得力环保设备有限公司 Wet-type dust collector

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009000007A (en) * 2007-06-19 2009-01-08 Nisshin Seifun Group Inc Bactericidal method for grain and bean
CN106693584A (en) * 2017-01-11 2017-05-24 靖江市易得力环保设备有限公司 Wet-type dust collector

Similar Documents

Publication Publication Date Title
CN100380062C (en) Fixer for cleaning chamber
JP5868169B2 (en) Indoor unit for air conditioning
EP3338874A1 (en) Desulfurization dust-removal fuel gas purification device
JP2007291761A (en) Earthquake resistant ceiling structure
JPH02138595A (en) U-shaped pipe structure
JP3185620U (en) Equipment fall prevention structure
KR102003597B1 (en) Seismic and anti-vibration supports for mechanical piping
DE3236815A1 (en) Monitoring and inspection device on pipelines for the transport of liquids for suppressing cavitation and improving the operating conditions
JP5059708B2 (en) Structural seismic control structure
CN205639450U (en) An antidetonation gallows buffer
US2926837A (en) Power roof ventilator
CN210920364U (en) Pipeline spring support and hanger
JP6208583B2 (en) Air cleaner
CA2133185C (en) Vertical gas turbine system
CN109529454A (en) A kind of oily-water seperating equipment
CN218346530U (en) Simple hoop system suitable for large suspended ceiling
JP2000064661A (en) Inside flue suspension support type chimney
CN211776197U (en) Vibration and noise reduction structure of underground pump room
CN212251678U (en) But height-adjusting's antidetonation gallows
CN217541020U (en) Be applied to pressure differential balancing unit of toilet
JPS60246943A (en) Clean room
KR100218118B1 (en) Temporary setting device for the ceiling panel
JPS5852420Y2 (en) air conditioner
JP2903382B2 (en) Connection structure of ceiling frame and pipe
JPH0658363A (en) Active vibration control device