JPH0355720B2 - - Google Patents
Info
- Publication number
- JPH0355720B2 JPH0355720B2 JP55127376A JP12737680A JPH0355720B2 JP H0355720 B2 JPH0355720 B2 JP H0355720B2 JP 55127376 A JP55127376 A JP 55127376A JP 12737680 A JP12737680 A JP 12737680A JP H0355720 B2 JPH0355720 B2 JP H0355720B2
- Authority
- JP
- Japan
- Prior art keywords
- branch pipe
- suction
- pipe
- pressure
- static pressure
- 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 - Lifetime
Links
- 239000012530 fluid Substances 0.000 claims description 31
- 230000003068 static effect Effects 0.000 claims description 28
- 239000000428 dust Substances 0.000 claims description 17
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 5
- 238000004364 calculation method Methods 0.000 claims description 4
- 238000012423 maintenance Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 2
- 230000000694 effects Effects 0.000 description 7
- 238000009825 accumulation Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 206010000372 Accident at work Diseases 0.000 description 1
- 238000003889 chemical engineering Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000013213 extrapolation Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000009499 grossing Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Pipeline Systems (AREA)
- Ventilation (AREA)
- Cleaning In General (AREA)
Description
(イ) 産業上の利用分野
この発明は集塵配管網におけるが如き樹枝状配
管網において、各各枝管内の流体に希望の一定流
速を与える樹枝状配管網の製作方法に関する。
(ロ) 従来の技術
従来集塵配管網等の製作において、フアン等の
流体吸引機の容量並びに吸引圧力を求める場合、
先ず希望標準流速を仮定して各吸込枝管からの所
要吸込流体量を基にそれぞれの枝管の管径を決定
する。合流部下流の管径は合流する両技管からの
混合流体が前記希望標準流速で流れるものと仮定
して決定する。而して各吸込口から排出口に至る
系路毎の流体抵抗を概略試算し、その中、最大圧
力損失を有すると思われる1乃至数ケの系路を選
びその圧力損失を計算しその最大なる値を以つ
て、流体吸引機の所要吸引圧力とし、各吸込口の
所要吸込量の総和を以つて吸引機の容量として決
定し、そして各吸込枝管には流体流量調節用とし
て蝶形或いは仕切ダンパーを設置するのが通例で
あつた。(樹枝状集塵配管設計法の一考察:林康
弘:公害と対策VOL18No.4、P392〜P394)
(ハ) 発明が解決しようとする問題点
然し、この製作要領によつて製作された実機器
の運転に当つては各吸込枝管に設けられた流体流
量の制御用ダンパーを運転操作員が各吸込か所の
吸込状況を見てダンパーの開閉を行うわけである
が、この操作は相当の熟練を要し一か所の吸込口
のダンパーを開閉すれば他の吸込口の吸込状況が
変化する故になかなか思うように調節できず特に
吸込口が多くなり10〜数10か所にもなると製作時
の希望標準流速を保つ事はほとんど不可能になり
種々のトラブルの原因になつている。又特に流量
制御用ダンパーの形状が管中心に対し対称形状に
ないためダンパーの位置で流体が管の中心軸に対
し偏過流の状態となり、管及びダンパー自体の摩
耗の原因になつている。例えば集塵配管網を例に
とると流速の遅いところは、ダストの堆積のため
吸込口の吸込不良を来し、又流速の速いところは
管壁及びダンパー自体の摩耗を来し、常に掃除と
修理を繰返すことになる。このため多額の維持費
と時間が消費される。
本発明は運転操作員の熟練を要することなく各
枝管の流速が常に希望の一定値になり、従来の如
き不本意の流速のアンバランスのため各種のトラ
ブルを起すことのない配管網を得ることを目的と
する。
(ニ) 問題点を解決するための手段
この発明を集塵配管網について実施した実施例
について説明すると、次の通りである。
第1図は集塵配管網の配管系統図である。図に
示す如くSi,Sj,Sk,Slはそれぞれ含塵空気の
吸込口を示す。符号○イ,○ロ,○ハは配管網の各枝管
と、と、とのそれぞれの合流部を示
す。A,B,Cはそれぞれ集塵機、フアン、煙突
を示す。,,,は各吸込枝管に付与した
抵抗体の位置を示す。dは各枝管の管径を示す。
またqi,ti,pi,pi,tj,pj,qk,tk,pk及びql,
tl,plはそれぞれ吸入口Si,Sj,Sk,Slの位置に
おける含塵ガスの状態量である吸引ガス量m3/
m、温度℃、圧力mmAq、を示す。又第2図、第
4図は実施例における抵抗体の形状を示す。第6
図は実施例における吸込枝管に抵抗体を付与した
1例を示す。この第1図において各枝管内を設定
流速で流体が流れる場合に各合流部に於て、そこ
に合流する両枝管からの流体の静圧力が等しくな
るようにするため、,,,の各位置に次
の手順により計算された、一定の形状寸法を有す
る抵抗体を付与する。抵抗体の形状寸法の決定並
びに吸引機の仕様決定は次の如くである。即ち、
(a) 各吸込枝管の各吸込口Si,Sj,Sk,Slにお
けるそれぞれの含塵ガスの状態量qi,ti,pi,
qj,tj,pj,qk,tk,pk,ql,tl,plの吸込含
塵ガス量、温度、圧力と希望の設定流速の値を
基に、最初に各吸込枝管の管径dを決定し吸込
枝管から合流した下流側の枝管の管径は、その
合流した混合流体についての前記状態量と希望
の設定流速の値を基に管径を決定する。
(b) 次に、管の流体抵抗計算により先ず、最先端
吸込枝管の合流部○イにおける、前記吸込状態
における流体の吸込枝管内を設定流速で流れ
る場合の静圧力とそこに合流する他の吸込枝管
内を同じく設定流速で流れる場合の静圧力を
求め、その差圧を計算し、その差圧を静圧力の
高い方の吸込枝管にプラスとして計上する。
(c) 次に前記吸込枝管,の合流点○イの下流側
の枝管の下流側合流部○ロに於て、前記合流部
○イに於て求めたい低い方の静圧力の値と、下流
側枝管の圧力損失よりその点○ロの静圧力を求
め(枝管の圧力損失は吸込枝管とから合
流した混合流体の状態と希望設定流速並びに管
径から求める)、また別にその点○ロに合流する
他の吸込枝管よりの、前記吸込状態の流体と
希望設定流速並びに管径よりその点○ロにおける
静圧力を求め、その差圧を計算し、それを静圧
力の高い方の枝管側の各吸込枝管にそれぞれプ
ラスとして計上する。
(d) このように次第に下流側に計算を進め、最下
流合流部○ハに達する迄行う。
(e) 更にその最下流合流部○ハに於ける両枝管の低
い方の静圧力を基にその下流側の直管部、集塵
機、煙突等の圧力損失を加味して、又その最下
流合流部○ハに於ける風量を基に、フアンの吸引
風圧及び風量を計算する。
(f) 各枝管合流部において、計算された差圧のプ
ラスとして計上された数値を各吸込枝管毎に積
算する。
(g) 各吸込枝管内を希望設定流速で流体が流れる
時に上記積算された各圧力の大きさに等しい、
それぞれ一定の損失圧力を示す抵抗体(第2
図、第4図)の形状寸法を決定する。,,
,の位置は、吸込枝管への取付並びにメン
テナンスに好都合なる場所を選んで定める。
(ホ) 作用
従つて、フアンの運転に当つて、各合流部にお
いてそこに合流する各枝管からの流体は希望設定
流速で流れる場合に静圧力はそれぞれ等しくな
り、平衡状態に達する。従つて各枝管内の流速は
設定値の希望の一定流速で流れることになる。
(ヘ) 実施例
第3図、第5図は他の実施態様における抵抗体
を示す。尚、抵抗体として絞り機構を使用する場
合にはその開口比を決定するには希望設定流速、
管径、開口比、流体密度、(Re)等と積算された
圧力(圧力損失)との既知の関係式により決定す
る。以下抵抗体として第2図形式の管オリイフイ
スを使用する場合の、その開口比の決定につい
て、その一実施例を第1図について説明する。
今、各吸込枝管の吸込流体を常温大気圧(Hmm
Ag)の空気とする。各枝蚊内を設定流速で流体
が流れる時の圧力損失が次の如くであるとする。
吸込枝管 h1 mmAg
〃 h2 〃
〃 h4 〃
〃 h6 〃
枝 管 h3 〃
〃 h3 〃
但しh2<h1<h4<h3<h5<h6<(h1+h3+h5)
とする。
合流部○イに於ける差圧
(H−h2)−(H−h1)=(h1−h2)mmAg
合流部○ロに於ける差圧
(H−h4)−{(H−h1)−h3}
=(h1+h3−h4)mmAg
合流部○ハに於ける差圧
(H−h6)−{(H−h1)−h3−h5}
={h1+h3+h5)−h6}mmAg
各吸込枝管に計上される差圧
吸込枝管
△p1=0
吸込枝管
△p2=(h1−h2)mmAg
吸込枝管
△p4=(h1+h3−h4)mmAg
吸込枝管
△p6={(h1+h3+h5)−h6}mmAg
管オリイフイスの開口比(S0/S)の決定は次
式により係数Dを算出し、係数Dと開口比との関
係図表から内挿法、外挿法により開口比を決定す
る。
(注1)
D=△p/u2ρ/2gc
△p;上記各吸込枝管に計上した差圧(△p2、
△p4、△p6)
;設定流速m/s
ρ;空気の密度Kg/m3
gc;重力単位換算係数、Kg・m/Kg・s2
(a) Field of Industrial Application This invention relates to a method of manufacturing a dendritic piping network, such as a dust collection piping network, which provides a desired constant flow rate to the fluid in each branch pipe. (b) Conventional technology When determining the capacity and suction pressure of a fluid suction device such as a fan in the production of conventional dust collection piping networks, etc.
First, assuming a desired standard flow rate, the pipe diameter of each branch pipe is determined based on the required amount of suction fluid from each suction branch pipe. The diameter of the pipe downstream of the merging section is determined on the assumption that the mixed fluid from the two merging pipes flows at the desired standard flow rate. Then, roughly calculate the fluid resistance for each line from the suction port to the discharge port, select one or several lines that are thought to have the maximum pressure loss, calculate the pressure loss, and calculate the maximum pressure loss. The required suction pressure of the fluid suction device is determined by the value, and the capacity of the suction device is determined by the sum of the required suction amount of each suction port. It was customary to install a partition damper. (A study of dendritic dust collection piping design method: Yasuhiro Hayashi: Pollution and Countermeasures VOL18 No. 4, P392-P394) (c) Problems to be solved by the invention However, actual equipment manufactured according to this manufacturing procedure During operation, the operator opens and closes the damper installed in each suction branch pipe to control the fluid flow rate while checking the suction situation at each suction point, but this operation requires considerable effort. It requires skill, and opening and closing the damper of one suction port changes the suction situation of other suction ports, so it is difficult to adjust as desired, especially when there are many suction ports and there are 10 to several dozen locations. It becomes almost impossible to maintain the desired standard flow rate at the time, causing various troubles. In addition, since the shape of the damper for controlling the flow rate is not symmetrical with respect to the center of the pipe, the fluid at the position of the damper is in a state of uneven flow with respect to the center axis of the pipe, which causes wear of the pipe and the damper itself. For example, if we take a dust collection piping network as an example, areas where the flow rate is slow will cause poor suction at the suction port due to dust accumulation, and areas where the flow rate is high will cause wear on the pipe walls and damper itself, which requires constant cleaning. Repairs will be repeated. This consumes a large amount of maintenance costs and time. The present invention provides a piping network in which the flow velocity of each branch pipe always maintains a desired constant value without requiring the operator's skill, and which does not cause various troubles due to unintentional imbalance of flow velocity as in the past. The purpose is to (d) Means for Solving the Problems An example in which the present invention is applied to a dust collection piping network will be described as follows. FIG. 1 is a piping system diagram of the dust collection piping network. As shown in the figure, Si, Sj, Sk, and Sl indicate the suction ports for dust-containing air, respectively. Symbols ○A, ○B, and ○C indicate the confluence of each branch pipe of the piping network, and, respectively. A, B, and C indicate a dust collector, fan, and chimney, respectively. , , indicates the position of the resistor attached to each suction branch pipe. d indicates the diameter of each branch pipe.
Also qi, ti, pi, pi, tj, pj, qk, tk, pk and ql,
tl and pl are the amount of suction gas (m 3 /
m, temperature °C, pressure mmAq. Further, FIGS. 2 and 4 show the shape of the resistor in the embodiment. 6th
The figure shows an example in which a resistor is provided to the suction branch pipe in the embodiment. In Fig. 1, when fluid flows through each branch pipe at a set flow rate, in order to equalize the static pressure of the fluid from both branch pipes merging at each merging point, each of , , , A resistor having a certain shape and dimensions calculated by the following procedure is attached to the position. The shape and dimensions of the resistor and the specifications of the suction machine are determined as follows. That is, (a) the state quantities qi, ti, pi, of the dust-containing gas at each suction port Si, Sj, Sk, and Sl of each suction branch pipe;
First, determine the pipe diameter d of each suction branch pipe based on the suction dust-containing gas amount, temperature, pressure, and desired set flow rate values of qj, tj, pj, qk, tk, pk, ql, tl, and pl. The pipe diameter of the downstream branch pipe that joins the suction branch pipe is determined based on the state quantity and the desired set flow rate value for the joined mixed fluid. (b) Next, by calculating the fluid resistance of the pipe, we first calculate the static pressure at the confluence part ○a of the most advanced suction branch pipe when the fluid flows at the set flow rate in the suction branch pipe in the above-mentioned suction state, and the amount of water that flows there. Find the static pressure when flowing at the same set velocity in the suction branch pipe, calculate the differential pressure, and record the differential pressure as a plus in the suction branch pipe with the higher static pressure. (c) Next, at the downstream confluence part ○B of the branch pipe downstream of the confluence point ○A of the suction branch pipe, calculate the value of the lower static pressure that you want to find at the confluence part ○B. , find the static pressure at that point ○○ from the pressure loss of the downstream branch pipe (the pressure loss of the branch pipe is found from the state of the mixed fluid that has joined from the suction branch pipe, the desired set flow rate, and the pipe diameter), and separately at that point. Find the static pressure at that point ○B from the fluid in the suction state, the desired set flow rate, and the pipe diameter from the other suction branch pipe that joins ○B, calculate the differential pressure, and use the one with the higher static pressure. Account for each suction branch pipe on the branch pipe side as a plus. (d) Gradually proceed with the calculation downstream in this way until you reach the most downstream confluence point ○c. (e) Furthermore, based on the lower static pressure of both branch pipes at the most downstream confluence point ○c, taking into account the pressure loss of the straight pipe section, dust collector, chimney, etc. on the downstream side, and the most downstream Calculate the suction wind pressure and air volume of the fan based on the air volume at the confluence part ○C. (f) At each branch pipe merging point, add up the value counted as the plus of the calculated differential pressure for each suction branch pipe. (g) Equal to the magnitude of each of the above integrated pressures when fluid flows at the desired set flow rate in each suction branch pipe,
Each resistor (second
Figure 4) is determined. ,,
, should be located at a location convenient for installation to the suction branch pipe and maintenance. (e) Effects Therefore, when operating the fan, if the fluids from the branch pipes that merge at each junction flow at the desired set flow rate, the static pressures will be equal to each other and an equilibrium state will be reached. Therefore, the flow rate in each branch pipe will flow at the desired constant flow rate of the set value. (F) Embodiment FIGS. 3 and 5 show resistors in other embodiments. When using an aperture mechanism as a resistor, the desired set flow rate,
Determined using a known relational expression between the pipe diameter, opening ratio, fluid density, (Re), etc., and the integrated pressure (pressure loss). An example of determining the aperture ratio when a pipe orifice of the type shown in FIG. 2 is used as a resistor will be described below with reference to FIG. 1.
Now, the suction fluid in each suction branch pipe is at room temperature and atmospheric pressure (Hmm
Ag) air. Assume that the pressure loss when fluid flows through each branch at a set flow rate is as follows. Suction branch pipe h1 mmAg 〃 h2 〃 〃 h4 〃 〃 h6 〃 Branch pipe h3 〃 〃 h3 〃 However, h2<h1<h4<h3<h5<h6<(h1+h3+h5)
shall be. Differential pressure at confluence part ○A (H-h2) - (H-h1) = (h1-h2) mmAg Differential pressure at confluence part ○B (H-h4) - {(H-h1) - h3 } = (h1 + h3 - h4) mmAg Differential pressure at confluence part ○ C (H - h6) - {(H - h1) - h3 - h5} = {h1 + h3 + h5) - h6} mmAg Accounted for each suction branch pipe Differential pressure suction branch pipe △p1=0 Suction branch pipe △p2=(h1-h2) mmAg Suction branch pipe △p4=(h1+h3-h4) mmAg Suction branch pipe △p6={(h1+h3+h5)-h6}mmAg Pipe orifice To determine the aperture ratio (S 0 /S), the coefficient D is calculated using the following equation, and the aperture ratio is determined by interpolation and extrapolation from a relationship chart between the coefficient D and the aperture ratio. (Note 1) D=△p/u 2 ρ/2gc △p; Differential pressure recorded in each suction branch pipe above (△p2,
△p4, △p6); Set flow rate m/s ρ; Air density Kg/m 3 gc; Gravity unit conversion factor, Kg・m/Kg・s 2
【表】
尚開口比S0/Sを決定した後吸込枝管の管経d
から管オリフイスの穴径d0は次式による決定す
る。
d0=d×√0
以上を具体的実施例として第1図に示す樹枝状
配管網について、取扱い流体を常温大気圧の空気
(15℃、H0mmAg)の場合について説明する。
(1) 希望設定流速を全枝管について15m/S。
(2) 吸込口Si,Sj,Sk,Slに於ける吸込空気量
Qをそれぞれ40m3/m、30m3/m、20m3/m、
10m3/m。
(3) 各枝管内を希望設定流速15m/Sで流体が流
れる時の圧力損失を、
吸込枝管 50mmAg
〃 40mmAg
〃 50mmAg
〃 100mmAg
枝 管 60mmAg
〃 80mmAg
(4) 抵抗体はオリフイス形式を使用
以上の条件の場合について、各吸込枝管に附与
する抵抗体の寸法決定について述べる。尚空気の
圧力、温度変動による容積変化は省略する。
1 管径の決定
吸込枝管
〃
〃
〃
2 各合流部に於ける静圧力と差圧
○イ点;吸込枝管よりの静圧力。(H0−50)mm
Ag
吸込枝管よりの静圧力(H0−40)mmAg
差圧(H0−40)−(H0−50)=10mmAg
○ロ点;枝管よりの静圧力{(H0−50)−60}=
(H0−110)mmAg
吸込枝管よりの静圧力(H0−50)mmAg
差圧(H0−50)−(H0−110)=60mmAg
○ハ点;枝管よりの静圧力(H0−110)−80=
(H0−190)mmAg
吸込枝管よりの静圧力(H0−100)mm
Ag
差圧(H0−100)−(H0−190)=90mmAg
3 各吸込枝管に計上すべき差圧(△P)mmAg
吸込枝管 △P2=10mmAg
〃 △P4=60mmAg
〃 △P6=90mmAg
〃 △P1=0mmAg
4 抵抗体(オリフイス)の寸法決定
(1) 係数Dの決定
前掲の式△P=D.2・ρ/2gc即ちD=
△P×2gc/U2.ρより
ρ;1.293×273/273+15=1.226Kg/m3
2.gc=9.8×2=19.6Kgm/Kg.S2
吸込枝管の場合 D2=10×19.6/152×1.226≒0.71
吸込枝管の場合 D4=60×19.6/152×1.226≒4.26
吸込枝管の場合 D6=90×19.6/152×1.226≒6.39
吸込枝管の場合 D1=0
(2) オリフイス開口比(S0/S)の決定
前掲(P12)の係数Dと開口比との関係図
表より、
吸込枝管のオリフイス開口比 S0/S=
0.73
吸込枝管のオリフイス開口比 S0/S=
0.50
吸込枝管のオリフイス開口比 S0/S=
0.44
吸込枝管のオリフイス開口比 S0/S=
1.00
(3) 吸込枝管に附与するオリフイスの寸法
吸込枝管のオリフイス
外径d20=0.21mφ
吸込枝管のオリフイス
外径d40=0.17mφ
吸込枝管のオリフイス
外径d60=0.12mφ
吸込枝管にはオリフイス不用
尚オリフイスを管フランジで狭み取付ける
場合は狭み代分の外径の増加を見込ばねばな
らぬ事は勿論である。
注1;化学工学便覧第3版P110参照。
(ト) 効果
(i) 本来の技術的効果
従つて、この流速をダストの堆積することの
ない、しかも管壁の摩耗を生ずることのない標
準流速に設定することにより、従来の如きトラ
ブルを起すことのない一定の希望設定流速で流
れる配管網を得ることができる。
又、抵抗体の形状は抵抗体及び管の摩耗防止
の観点から取付管の中心軸に対称な形状のもの
程よく、実施例の抵抗体は管の中心軸に対し対
称形になつており摩耗に耐え長く一定の損失圧
力を維持する。
尚、第2図、第4図に示す抵抗体は抵抗体の
後方に発生する過流を整つた形にする効果があ
る。
又第3図、第5図に示す抵抗体は実際使用上
において形状が簡単で安価に出来る効果があ
る。
(ii) 経済的効果
従来のトラブルが解消するため維持費、修理
費の節約、機械装置の運転休止時間の減少、機
械の摩耗の減少等の効果。
(iii) 環境衛生的効果
工場内外に於ける環境衛生への貢献、労働災
害防止等に寄与する。[Table] After determining the opening ratio S 0 /S, the pipe diameter d of the suction branch pipe
The hole diameter d 0 of the tube orifice is determined by the following formula. d 0 = d×√ 0 Using the above as a specific example, the dendritic piping network shown in FIG. 1 will be described in the case where the handled fluid is air at room temperature and atmospheric pressure (15° C., H 0 mmAg). (1) Desired flow velocity is 15 m/s for all branch pipes. (2) The amount of suction air Q at the suction ports Si, Sj, Sk, and Sl is 40m 3 /m, 30m 3 /m, and 20m 3 /m, respectively.
10m 3 /m. (3) Calculate the pressure loss when fluid flows through each branch pipe at the desired set flow rate of 15 m/S. The following describes how to determine the dimensions of the resistor attached to each suction branch pipe under the following conditions. Note that changes in volume due to air pressure and temperature fluctuations are omitted. 1 Determination of pipe diameter Suction branch pipe 〃 〃 〃 2 Static pressure and differential pressure at each confluence point ○ Point A: Static pressure from the suction branch pipe. (H 0 −50) mm
Ag Static pressure from the suction branch pipe (H 0 -40) mmAg Differential pressure (H 0 -40) - (H 0 -50) = 10 mmAg ○ Point B; Static pressure from the branch pipe {(H 0 -50) - 60}=
(H 0 −110) mmAg Static pressure from the suction branch pipe (H 0 −50) mmAg Differential pressure (H 0 −50) − (H 0 −110) = 60 mmAg ○ Point C; Static pressure from the branch pipe (H 0 −110) −80=
(H 0 −190) mmAg Static pressure from suction branch pipe (H 0 −100) mm
Ag Differential pressure (H 0 -100) - (H 0 -190) = 90mmAg 3 Differential pressure to be recorded in each suction branch pipe (△P) mmAg Suction branch pipe △P 2 = 10mmAg 〃 △P 4 = 60mmAg 〃 △ P 6 = 90mmAg 〃 △P 1 = 0mmAg 4 Determining the dimensions of the resistor (orifice) (1) Determining the coefficient D The above formula △P=D. 2・ρ/2gc, that is, D=
△P×2gc/U 2 .From ρ; 1.293×273/273+15=1.226Kg/m 3 2.gc=9.8×2=19.6Kgm/Kg. S For 2 suction branch pipes D 2 =10×19.6/15 2 ×1.226≒0.71 For suction branch pipes D 4 =60×19.6/15 2 ×1.226≒4.26 For suction branch pipes D 6 =90×19.6/ 15 2 ×1.226≒6.39 For the suction branch pipe D 1 = 0 (2) Determination of the orifice opening ratio (S 0 /S) From the relationship chart between the coefficient D and the opening ratio shown above (P12), the orifice of the suction branch pipe Aperture ratio S 0 /S=
0.73 Orifice opening ratio of suction branch pipe S 0 /S=
0.50 Orifice opening ratio of suction branch pipe S 0 /S=
0.44 Orifice opening ratio of suction branch pipe S 0 /S=
1.00 (3) Dimensions of orifice attached to suction branch pipe Orifice of suction branch pipe Outer diameter d20 = 0.21mφ Suction branch pipe orifice outer diameter d40 = 0.17mφ Suction branch pipe orifice outer diameter d60 = 0.12mφ No orifice is required for the suction branch pipe.If the orifice is narrowed and installed at the pipe flange, it goes without saying that the outer diameter must be increased by the narrowing allowance. Note 1: See Chemical Engineering Handbook, 3rd edition, p.110. (g) Effects (i) Original technical effects Therefore, by setting this flow rate to a standard flow rate that does not cause dust accumulation and does not cause pipe wall wear, it is possible to avoid the problems that occur in the past. It is possible to obtain a piping network that flows at a constant desired set flow rate without any problems. In addition, from the viewpoint of preventing wear on the resistor and the tube, the shape of the resistor is preferably symmetrical to the central axis of the attached tube, and the resistor in the example is symmetrical to the central axis of the tube, which prevents wear. Maintains constant loss pressure for a long time. Incidentally, the resistor shown in FIGS. 2 and 4 has the effect of smoothing out the excess current generated behind the resistor. In addition, the resistor shown in FIGS. 3 and 5 has the advantage that it can be made in a simple shape and at low cost in actual use. (ii) Economic effects Effects include savings in maintenance and repair costs, reduction in downtime for mechanical equipment, and reduction in machine wear as conventional problems are resolved. (iii) Environmental and hygienic effects Contributes to environmental sanitation both inside and outside the factory and to prevention of industrial accidents.
図はこの発明の集塵配管網における実施例を示
すもので第1図は配管系統図で第2図、第3図は
吸込枝管に付与する抵抗体の一例を示す。第4
図、第5図はそれぞれ第2図、第3図の中心断面
図である。第6図は吸込枝管に抵抗体を付与した
1例である。
A;集塵機、B;フアン、C;煙突、○イ,○ロ,
○ハ;枝管合流部、Si,Sj,Sk,Sl;吸込口、,
,,,,,;枝管、,,,
;吸込枝管、di,dj,dk,dl,da,db,dc,
dd,de;管径、,,,;各吸込枝管,
,,に付与した抵抗体、qi,qj,qk,ql;
各Si,Sj,Sk,Slの吸込口における吸込風量
m3/m、ti,tj,tk,tl;各Si,Sj,Sk,Slの吸
込口付近における空気の温度℃、pi,pj,pk,
pl;各Si,Sj,Sk,Slの吸込口付近における空気
の圧力mmAq、1;吸込枝管、2;ボルトナツト、
3;抵抗体。
The figures show an embodiment of a dust collecting piping network according to the present invention, and FIG. 1 is a piping system diagram, and FIGS. 2 and 3 show an example of a resistor provided to a suction branch pipe. Fourth
FIG. 5 is a central sectional view of FIG. 2 and FIG. 3, respectively. FIG. 6 is an example of a suction branch pipe provided with a resistor. A: Dust collector, B: Fan, C: Chimney, ○I, ○B,
○C; Branch pipe confluence, Si, Sj, Sk, Sl; Suction port,,
,,,,,; Branch pipe, ,,,
; Suction branch pipe, di, dj, dk, dl, da, db, dc,
dd, de; pipe diameter, ,,; each suction branch pipe,
, , resistors attached to , qi, qj, qk, ql;
Suction air volume at each Si, Sj, Sk, and Sl suction ports
m 3 /m, ti, tj, tk, tl; Air temperature near the inlet of each Si, Sj, Sk, Sl ℃, pi, pj, pk,
pl: Air pressure near the suction port of each Si, Sj, Sk, Sl, mmAq, 1: Suction branch pipe, 2: Bolt nut,
3; Resistor.
Claims (1)
の付属装置を伴う樹枝状配管網に於て、各吸込枝
管,,,の一定の位置,,,に
それぞれ各一定の形状寸法を有する抵抗体を付与
する事によつて、流体が希望の一定流速で各枝管
内を流れる時に、枝管の各合流部○イ,○ロ,○ハに於
て、それぞれ、そこに合流する両枝管と、
と、とからの流体の静圧力を等しくする事
を特徴とする、管内流速を希望の一定値に保つ樹
枝状配管網の製作方法。 ,,,の位置は吸込枝管への取付並び
にメンテナンスに好都合なる場所を選んで定め
る。 2 抵抗体の形状寸法の決定を以下の計算手順に
より決定されるオリフイス形状のものを付与した
特許請求の範囲第1項記載の樹枝状配管網の製作
方法。 (a) 各吸込枝管の各吸込口Si,Sj,Sk,Slにお
ける、それぞれの流体の状態量qi,ti,pi,qj,
tj,pj,qk,tk,pk,ql,tl,plの吸込ガス量.
温度.圧力と希望の設定流速の値を基に、最初
に各吸込枝管の管径dを決定し、吸込枝管から
合流する下流側の枝管の管径は、その合流した
混合流体についての前記状態量と希望の設定流
速の値を基に管径を決定する。 (b) 次に管の流体抵抗計算により、先ず、最先端
吸込枝管の合流部○イにおける前記吸込状態に
おける流体の吸込枝管内を設定流速で流れる
場合の静圧力と、そこに合流する他の吸込枝管
内を同じく設定流速で流れる場合の静圧力を
求め、その差圧を計算し、その差圧を静圧力の
高い方の吸込枝管にプラスとして計上する。 (c) 次に前記吸込枝管,の合流点○イの下流側
の枝管の下流側合流部○ロにおいて、前記合流
部○イに於いて求めた低い方の静圧力の値と下流
側枝管の圧力損失より、その点○ロの静圧力を
求め、又別に、その点○ロに合流する他の吸込枝
管よりの、前記吸込状態の流体と希望設定流
速並びに管径より、その点○ロにおける静圧力を
求め、その差圧を計算し、それを静圧力の高い
方の枝管側の各吸込枝管にそれぞれプラスとし
て計上する。 (d) このように次第に下流側に計算を進め、最下
流合流部○ハに達する迄行う。 (e) 更にその最下流合流部○ハに於ける両枝管の低
い方の静圧力を基に、その下流側の直管部、集
塵機、煙突等の圧力損失を加味して、又その最
下流合流部○ハに於ける風量を基に、吸込機の吸
引風圧、及び風量を計算する。 (f) 各枝管合流部に於て、計算された差圧のプラ
スとして計上された数値を各吸込枝管毎に積算
する。 (g) 各吸込枝管内を希望設定流速で流体が流れる
時に、上記積算された各圧力の大きさに等し
い、それぞれ一定の損失圧力を示す抵抗体の形
状寸法を求める。 3 抵抗体の形状寸法を上記2項に記載の計算手
順により決定される、中央に穴を有する円板形状
のものを付与した特許請求の範囲第1項記載の樹
枝状配管網の製作方法。[Scope of Claims] 1. In a dendritic piping network with a suction device and other accessories such as in a dust collection piping network system, each suction branch pipe, . By providing resistors each having a certain shape and size, when the fluid flows through each branch pipe at a desired constant flow rate, each of the confluence points ○A, ○B, and ○C of the branch pipe , both branch pipes that join there,
A method for manufacturing a dendritic piping network that maintains the flow velocity in the pipe at a desired constant value, characterized by equalizing the static pressure of the fluid from and. , , , should be located at a location that is convenient for installation to the suction branch pipe and for maintenance. 2. The method of manufacturing a dendritic piping network according to claim 1, wherein the resistor has an orifice shape determined by the following calculation procedure. (a) State quantities qi, ti, pi, qj of each fluid at each suction port Si, Sj, Sk, Sl of each suction branch pipe,
Suction gas amount of tj, pj, qk, tk, pk, ql, tl, pl.
temperature. Based on the pressure and desired set flow rate values, first determine the pipe diameter d of each suction branch pipe, and the pipe diameter of the downstream branch pipe that merges from the suction branch pipe is determined by the above-mentioned value for the combined mixed fluid. The pipe diameter is determined based on the state quantity and the desired set flow rate. (b) Next, by calculating the fluid resistance of the pipe, first, we calculate the static pressure when the fluid flows at the set flow rate in the suction branch pipe in the above-mentioned suction state at the confluence part ○A of the most advanced suction branch pipe, and the other fluids that merge there. Find the static pressure when flowing at the same set velocity in the suction branch pipe, calculate the differential pressure, and record the differential pressure as a plus in the suction branch pipe with the higher static pressure. (c) Next, at the downstream confluence point ○B of the branch pipe on the downstream side of the confluence point ○A of the suction branch pipe, the value of the lower static pressure obtained at the confluence point ○A and the downstream branch From the pressure loss of the pipe, find the static pressure at that point ○○, and separately from the fluid in the suction state from the other suction branch pipe that joins that point ○○ and the desired set flow rate and pipe diameter, calculate the static pressure at that point. ○ Find the static pressure at B, calculate the differential pressure, and record it as a plus for each suction branch pipe on the side of the branch pipe with the higher static pressure. (d) Gradually proceed with the calculation downstream in this way until you reach the most downstream confluence point ○c. (e) Furthermore, based on the lower static pressure of both branch pipes at the most downstream confluence point ○c, taking into account the pressure loss of the straight pipe section, dust collector, chimney, etc. on the downstream side, and the lowest static pressure, Calculate the suction wind pressure and air volume of the suction machine based on the air volume at the downstream confluence part ○C. (f) At the junction of each branch pipe, the value counted as the plus of the calculated differential pressure is accumulated for each suction branch pipe. (g) When fluid flows through each suction branch pipe at the desired set flow rate, find the shape and dimensions of the resistor that exhibits a constant loss pressure equal to the magnitude of each integrated pressure above. 3. The method of manufacturing a dendritic piping network according to claim 1, wherein the shape and dimensions of the resistor are determined by the calculation procedure described in item 2 above, and a disk-shaped resistor having a hole in the center is provided.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55127376A JPS5754800A (en) | 1980-09-13 | 1980-09-13 | Arborescent piping net work holding flow speed in pipe to desired constant value |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP55127376A JPS5754800A (en) | 1980-09-13 | 1980-09-13 | Arborescent piping net work holding flow speed in pipe to desired constant value |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5754800A JPS5754800A (en) | 1982-04-01 |
| JPH0355720B2 true JPH0355720B2 (en) | 1991-08-26 |
Family
ID=14958450
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP55127376A Granted JPS5754800A (en) | 1980-09-13 | 1980-09-13 | Arborescent piping net work holding flow speed in pipe to desired constant value |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5754800A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2787854B2 (en) * | 1991-06-06 | 1998-08-20 | 三菱電機株式会社 | Forced air-cooled phase separation bus |
-
1980
- 1980-09-13 JP JP55127376A patent/JPS5754800A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5754800A (en) | 1982-04-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN116108605B (en) | Optimization design method of limited space air duct system considering total life cycle cost | |
| CN102126504B (en) | Air conditioning unit drainage structure for railway vehicle | |
| JPH0355720B2 (en) | ||
| KR101012155B1 (en) | Humidifier for Fuel Cell System | |
| CN111249760B (en) | Water distribution device capable of uniformly and stably reducing noise | |
| CN210568968U (en) | Assembled valve group of industrial air conditioner | |
| CN109341791B (en) | A flow measurement device and method | |
| CN105756130A (en) | Bearing bush constant-temperature water supply system | |
| CN201026419Y (en) | Compound filter | |
| CN205191873U (en) | Air conditioning unit drainage system | |
| CN211010414U (en) | Anti-blocking pipeline system and urea production system | |
| CN115688393A (en) | High-precision pressure loss balancing method for dust removal pipe network | |
| CN211118041U (en) | Air supply duct structure of stepped polishing chamber | |
| CN201074889Y (en) | Connected system of air cooling split type air adjusting machine | |
| LU506820B1 (en) | Optimization design method for air conditioning duct system | |
| CN208058177U (en) | A kind of anticlogging novel water supply and sewerage pipeline | |
| CN219390051U (en) | Condensate water drainage system for central air conditioner | |
| CN214437716U (en) | A kind of oil and gas recovery device for lubricating oil station | |
| CN216954670U (en) | Device for solving problem of incomplete medium filling in flow measurement process | |
| CN121594697A (en) | Equivalent water inlet system of symmetrical pipelines of cooling tower | |
| CN204514056U (en) | A kind of distributor being applied to industrial furnace cooling water | |
| CN217842912U (en) | Novel pressure regulating valve | |
| CN222561033U (en) | A differential pressure flow meter that facilitates exhaust at the pressure point | |
| CN223813796U (en) | A building drainage dual-channel roof-mounted vent pipe system | |
| CN223447960U (en) | Acrylic copolymer polyvinyl chloride AGR silent drain pipe |