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JPH0126010B2 - - Google Patents
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JPH0126010B2 - - Google Patents

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Publication number
JPH0126010B2
JPH0126010B2 JP56031294A JP3129481A JPH0126010B2 JP H0126010 B2 JPH0126010 B2 JP H0126010B2 JP 56031294 A JP56031294 A JP 56031294A JP 3129481 A JP3129481 A JP 3129481A JP H0126010 B2 JPH0126010 B2 JP H0126010B2
Authority
JP
Japan
Prior art keywords
static pressure
flow direction
hollow body
pressure measurement
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
Application number
JP56031294A
Other languages
Japanese (ja)
Other versions
JPS57147026A (en
Inventor
Yasuo Yamamoto
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.)
UETSUTO MASUTAA KK
Original Assignee
UETSUTO MASUTAA KK
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 UETSUTO MASUTAA KK filed Critical UETSUTO MASUTAA KK
Priority to JP3129481A priority Critical patent/JPS57147026A/en
Priority to US06/351,736 priority patent/US4444060A/en
Publication of JPS57147026A publication Critical patent/JPS57147026A/en
Publication of JPH0126010B2 publication Critical patent/JPH0126010B2/ja
Granted legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01FMEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
    • G01F1/00Measuring the volume flow or mass flow of fluid or fluent solid material wherein the fluid passes through a meter in a continuous flow
    • G01F1/05Measuring the volume flow or mass flow of fluid or fluent solid material wherein the fluid passes through a meter in a continuous flow by using mechanical effects
    • G01F1/34Measuring the volume flow or mass flow of fluid or fluent solid material wherein the fluid passes through a meter in a continuous flow by using mechanical effects by measuring pressure or differential pressure
    • G01F1/36Measuring the volume flow or mass flow of fluid or fluent solid material wherein the fluid passes through a meter in a continuous flow by using mechanical effects by measuring pressure or differential pressure the pressure or differential pressure being created by the use of flow constriction
    • G01F1/40Details of construction of the flow constriction devices
    • G01F1/46Pitot tubes
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01LMEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
    • G01L19/00Details of, or accessories for, apparatus for measuring steady or quasi-steady pressure of a fluent medium insofar as such details or accessories are not special to particular types of pressure gauges
    • G01L19/0007Fluidic connecting means

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Measuring Volume Flow (AREA)
  • Measuring Fluid Pressure (AREA)

Description

【発明の詳細な説明】 この発明は、管路中を流れる流体の圧力(全圧
及び静圧)を感知する装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a device for sensing the pressure (total pressure and static pressure) of a fluid flowing in a conduit.

管路内流体の圧力を測定するものとしてピトー
管が用いられているが、送風機の性能試験の場合
には管路断面積を複数等分に分割し、ピトー管の
各分割点での測定値を算術平均して平均圧力とし
ている(ピトー管等面積横断法、JIS B8330)。
これは送風機の性能試験のように正確さが要求さ
れる場合には適している方法であるが、空調機室
のような実際の運転現場においては種々の問題点
がある。すなわち上記方法では、測定位置の前後
部に合わせて管径の約10倍の整流直管部分を必要
とするが、実際の空調機械室等の運転現場ではそ
のようなスペースはとれないし、流れに対するピ
トー管の角度や位置が定まりにくく人的要因によ
る誤差を生じ易い。また、断面積に対する流体の
圧力分布は時々刻々変化しており、各点に対する
計測が同時に行われるのでなければ、真の平均値
は測定されない等の問題点がある。
Pitot tubes are used to measure the pressure of fluid in pipes, but in the case of blower performance tests, the pipe cross-sectional area is divided into multiple equal parts, and the measured value at each division point of the pitot pipe is measured. The average pressure is calculated by taking the arithmetic mean of (Pitot tube equal area cross section method, JIS B8330).
Although this method is suitable for cases where accuracy is required, such as in blower performance tests, there are various problems in actual operating sites, such as in air conditioner rooms. In other words, the above method requires rectifying straight pipes approximately 10 times the diameter of the pipe at the front and rear of the measurement position, but such space cannot be taken in actual operation sites such as air conditioning equipment rooms, and the flow It is difficult to determine the angle and position of the pitot tube, and errors due to human factors are likely to occur. Further, the pressure distribution of the fluid with respect to the cross-sectional area changes from time to time, and there are problems such as the true average value cannot be measured unless measurements are made at each point simultaneously.

この問題点を解決するものに、管路流体の流れ
方向に開口を有した筒状の整流管をピトー管等面
積横断法により分割した各測定点毎に定置し、該
整流管の流体流れ方向下流側の端部に全圧を感知
する全圧感知部と静圧を感知する静圧感知部とを
設け、夫々の整流管の全圧感知部を全圧マニホー
ルドで連通し、同じく静圧感知部を静圧マニホー
ルドで連通し、これらのマニホールドの内部に細
管を設け、この細管で全圧、静圧を夫々平均する
ようにして全圧マニホールドから全圧を、静圧マ
ニホールドから静圧を測定するようにした装置が
ある。しかしこの装置では、夫々のマニホールド
を二重管とした複雑な構造であり、また測定誤差
を小さくする為に整流管を長くしなければならず
その分装置の全長が長くなつてしまう欠点があつ
た。
To solve this problem, a cylindrical rectifier tube with an opening in the flow direction of the pipe fluid is fixed at each measurement point divided by the Pitot tube equal area cross section method, and the rectifier tube has an opening in the fluid flow direction. A total pressure sensing part that senses total pressure and a static pressure sensing part that senses static pressure are provided at the downstream end, and the total pressure sensing parts of each rectifier tube are connected through a total pressure manifold, and the static pressure sensing part are connected by a static pressure manifold, and capillary tubes are installed inside these manifolds.To average the total pressure and static pressure, respectively, the total pressure is measured from the total pressure manifold, and the static pressure is measured from the static pressure manifold. There is a device designed to do this. However, this device has a complicated structure in which each manifold is a double tube, and the rectifier tube must be made longer to reduce measurement errors, which increases the overall length of the device. Ta.

この発明は、上記の点に鑑み簡単な構造で而も
装置長さを短くし且つ測定誤差を小さくした流体
圧力感知装置を提供することを目的として為した
ものである。
In view of the above points, it is an object of the present invention to provide a fluid pressure sensing device that has a simple structure, shortens the length of the device, and reduces measurement errors.

この目的の為本発明の装置は、管路中の流体の
流れ方向に直角の方向に偏平した中空体の内部に
該中空体の上流側と下流側の2つの室に区画する
仕切部材を流れ方向に直角の方向に固設し、該2
室を有する中空体の上流側端面に複数の全圧測定
孔を流れ方向に穿設し、中空体の上流側の室を該
全圧測定孔で開放してあり、上記中空体の流れ方
向に平行の面のうち少なくとも一方の面に流れ方
向に直角の方向に複数の静圧測定孔を穿設し、中
空体の下流側の室を該静圧測定孔で開放してあ
り、該静圧測定孔の下流側の中空体外部に適宜に
突出した静圧測定補助用突出部材を、流れ方向に
直角の方向に突設し、上記中空体の上流側の室か
ら全圧を、下流側の室から静圧を測定するように
したことを特徴とするものである。
For this purpose, the device of the present invention includes a partition member that divides the inside of a hollow body that is flattened in a direction perpendicular to the flow direction of the fluid in the pipe line into two chambers, an upstream side and a downstream side of the hollow body. Fixed in the direction perpendicular to the direction, said 2
A plurality of total pressure measurement holes are bored in the upstream end face of the hollow body having a chamber in the flow direction, and the upstream chamber of the hollow body is opened by the total pressure measurement holes, and the hollow body has a chamber in the flow direction. A plurality of static pressure measurement holes are bored in at least one of the parallel surfaces in a direction perpendicular to the flow direction, a chamber on the downstream side of the hollow body is opened by the static pressure measurement holes, and the static pressure A protruding member for assisting static pressure measurement is appropriately protruded outside the hollow body on the downstream side of the measurement hole in a direction perpendicular to the flow direction, and the total pressure is transferred from the chamber on the upstream side of the hollow body to the downstream side. This device is characterized in that static pressure is measured from the chamber.

以下図示実施例に基づいて本発明の詳細を説明
する。
The details of the present invention will be explained below based on the illustrated embodiments.

第1図に本発明装置の基礎となる中空体の実施
例を示してあり、第2図に本発明流体圧力感知装
置10の斜面図を示しており、矢標A方向が流体
の流れ方向である。
Fig. 1 shows an embodiment of the hollow body that is the basis of the device of the present invention, and Fig. 2 shows a perspective view of the fluid pressure sensing device 10 of the present invention, where the direction of arrow A is the flow direction of the fluid. be.

第1図に示すように本発明装置の基礎本体は、
流れ方向に直角の方向に偏平した中空体で、内部
に流れ方向に直角の方向に固設した仕切部材1で
上流側の室すなわち全圧平均室2と、下流側の室
すなわち静圧平均室3の2つの室に区画してあ
る。そして上流側端面には流れ方向に穿設した複
数の全圧測定孔4,4…を形成し、夫々の全圧測
定孔4,4…は全圧平均室2を介して連通してあ
る。したがつて、各全圧測定孔4,4…で測定さ
れる全圧は、全圧平均室2において平均されるこ
とになる。また第5図の断面図に示すように、全
圧測定孔4,4…を形成した上流側端面は円弧状
に成形してあるものが望ましい。
As shown in FIG. 1, the basic body of the device of the present invention is
A hollow body that is flattened in a direction perpendicular to the flow direction, and a partition member 1 fixed inside in a direction perpendicular to the flow direction, which separates an upstream chamber, i.e., a total pressure averaging chamber 2, and a downstream chamber, i.e., a static pressure averaging chamber. It is divided into two chambers. A plurality of total pressure measurement holes 4, 4, . . . are formed in the upstream end face in the flow direction, and the respective total pressure measurement holes 4, 4, . Therefore, the total pressures measured by the total pressure measurement holes 4, 4, . . . are averaged in the total pressure averaging chamber 2. Further, as shown in the cross-sectional view of FIG. 5, it is preferable that the upstream end face in which the total pressure measurement holes 4, 4, . . . are formed be formed into an arc shape.

図中5,5…が静圧測定孔で、流れ方向に平行
の面に複数穿設し、夫々の静圧測定孔5,5…は
静圧平均室3を介し連通してある。したがつて、
各静圧測定孔5,5…で測定される静圧は、静圧
平均室3において平均されることになる。また図
示実施例では流れ方向に平行の面の両面に形成し
てあるが、一方の面にのみ形成してあつてもよ
い。
In the figure, reference numerals 5, 5, . . . indicate static pressure measuring holes, which are bored in a plane parallel to the flow direction, and the static pressure measuring holes 5, 5, . . . communicate with each other via the static pressure averaging chamber 3. Therefore,
The static pressures measured by the static pressure measurement holes 5, 5, . . . are averaged in the static pressure averaging chamber 3. Further, in the illustrated embodiment, the grooves are formed on both sides of the plane parallel to the flow direction, but they may be formed only on one side.

また図中6,7は、夫々全圧平均室2で平均さ
れた平均全圧、静圧平均室3で平均された平均静
圧を計測器たとえばマノメータ等に導く為の管を
接続する全圧取出口、静圧取出口である。該取出
口6,7には雌捻子を螺刻し、あるいはニツプル
を設けておけば管の接続の際便利である。また本
実施例では、いずれの側からも圧力を取出せるよ
うに取出口を設けたがいずれか一方の側に夫々の
取出口を設けたものであつてもかまわない。
In addition, 6 and 7 in the figure indicate the total pressure that connects the pipes for guiding the average total pressure averaged in the total pressure averaging chamber 2 and the average static pressure averaged in the static pressure averaging chamber 3 to a measuring device such as a manometer, respectively. These are the outlet and the static pressure outlet. The outlet ports 6 and 7 may be threaded with female threads or provided with nipples for convenience when connecting pipes. Further, in this embodiment, the outlet is provided so that the pressure can be taken out from either side, but the outlet may be provided on either side.

第2図に示す本発明流体圧力感知装置10は、
第1図に示すものと同様に、流れ方向に直角の方
向に偏平した中空体の内部を上流側の室と下流側
の室との2室に仕切部材1で区画し、上流側を全
圧平均室2、下流側を静圧平均室3としてあり、
全圧平均室2には全圧測定孔4、静圧平均室3に
は静圧測定孔5を形成してある。また図中6,7
は夫々全圧取出口と静圧取出口である。そして図
中8が静圧測定補助用突出部材で、中空部材の外
面の静圧測定孔5の下流側の適宜な位置に突設し
てある。該静圧測定補助用突出部材8は、図示の
ように連続したものが望ましいが、各静圧測定孔
5の夫々に別個に設けたものであつても差支えな
いし、また図示のように三角形の形状をしたもの
でなくてもよい。
The fluid pressure sensing device 10 of the present invention shown in FIG.
Similar to the one shown in Fig. 1, the interior of a hollow body that is flattened in a direction perpendicular to the flow direction is divided into two chambers, an upstream chamber and a downstream chamber, by a partition member 1, and the upstream side has a total pressure. There is an averaging chamber 2, and the downstream side is a static pressure averaging chamber 3.
A total pressure measuring hole 4 is formed in the total pressure averaging chamber 2, and a static pressure measuring hole 5 is formed in the static pressure averaging chamber 3. Also, 6 and 7 in the figure
are the total pressure outlet and the static pressure outlet, respectively. Reference numeral 8 in the figure denotes a protruding member for assisting static pressure measurement, which is protruded at an appropriate position on the downstream side of the static pressure measurement hole 5 on the outer surface of the hollow member. It is preferable that the static pressure measurement assisting protruding member 8 is continuous as shown in the figure, but it may also be provided separately for each static pressure measurement hole 5, or it may be a triangular piece as shown in the figure. It doesn't have to be a shaped thing.

また、第4図及び第5図において、流体の流れ
方向に直角の方向に対する流体圧力感知装置の長
さをL、流れ方向の長さをM、厚さをd、前縁か
ら静圧測定孔5までの距離をN、静圧測定孔5か
ら静圧測定補助用突出部材8までの距離をQで表
わしてあり、全圧測定孔4及び静圧測定孔5のピ
ツチを添字を附してPで表わしてあり、P1及び
P7は夫々近い方の側端面からの距離で、P2、P3
P4、P5及びP6は隣り合う測定孔までの距離であ
る。
In addition, in FIGS. 4 and 5, the length of the fluid pressure sensing device in the direction perpendicular to the fluid flow direction is L, the length in the flow direction is M, the thickness is d, and the static pressure measurement hole is measured from the leading edge. 5 is represented by N, and the distance from the static pressure measurement hole 5 to the static pressure measurement auxiliary protruding member 8 is represented by Q. The pitch of the total pressure measurement hole 4 and the static pressure measurement hole 5 is indicated by a subscript. It is represented by P, and P 1 and
P 7 is the distance from the nearest side edge surface, P 2 , P 3 ,
P 4 , P 5 and P 6 are distances to adjacent measurement holes.

以上の構成よりなる本発明装置の使用の状態を
以下に説明する。
The state of use of the apparatus of the present invention having the above configuration will be explained below.

第6図に本発明流体圧力感知装置10,10…
を管路中に設置した状態を示してあるが、装置の
必要数量は管路の径によつてあるいは要求する測
定圧力の精度によつて異なる。また流体は矢標B
方向が流れ方向である。
FIG. 6 shows fluid pressure sensing devices 10, 10, . . . of the present invention.
The number of devices required varies depending on the diameter of the pipe or the required precision of the measured pressure. Also, the fluid is at arrow B
The direction is the flow direction.

全圧測定孔4が流れ方向上流に臨むように流体
圧力感知装置10,10…を管路中に架設し、管
路外に設けて全圧集合管11及び静圧集合管12
に各流体圧力感知装置10,10…の全圧平均室
2及び静圧平均室3が連通させてある。したがつ
て各流体圧力感知装置10,10…のそれぞれ全
圧平均室2同士、静圧平均室3同士は全圧集合管
11または静圧集合管12により連通することに
なる。そして全圧集合管11及び静圧集合管12
をマノメータ等の計測器13に接続すれば、平均
全圧及び平均静圧を知ることができるしさらに平
均動圧を知ることができること勿論である。また
第6図において、手前に表わされた側面に全圧集
合管11及び静圧集合管12を設けてあるが、反
対側の側面にも全圧集合管11及び静圧集合管1
2を設け、両側面に設けた集合管で全圧及び静圧
を平均するようにすることも可能である。
Fluid pressure sensing devices 10, 10... are installed in the pipe so that the total pressure measurement hole 4 faces upstream in the flow direction, and are installed outside the pipe to detect the total pressure collecting pipe 11 and the static pressure collecting pipe 12.
The total pressure averaging chamber 2 and the static pressure averaging chamber 3 of each fluid pressure sensing device 10, 10, . . . are communicated with each other. Therefore, the total pressure averaging chambers 2 and static pressure averaging chambers 3 of each fluid pressure sensing device 10, 10, . . . communicate with each other through the total pressure collecting pipe 11 or the static pressure collecting pipe 12. And a total pressure collecting pipe 11 and a static pressure collecting pipe 12
If it is connected to a measuring device 13 such as a manometer, the average total pressure and the average static pressure can be determined, and it goes without saying that the average dynamic pressure can also be determined. Further, in FIG. 6, the total pressure manifold 11 and the static pressure manifold 12 are provided on the side surface shown in the foreground, but the total pressure manifold 11 and the static pressure manifold pipe 12 are also provided on the opposite side.
2, and the total pressure and static pressure can be averaged by collecting pipes provided on both sides.

図中14は管路の開度を変更して流量を調節す
るダンパで流体圧力感知装置10,10…の下流
側に設けてある。該ダンパ14は管路外に設けた
ハンドル17を回すことにより管路に対するダン
パブレード15の角度を変えて開度を変更する。
この場合計測器13を流量計としておけば、該流
量計を確認しながら流量を調節することができる
し、また測定圧力を信号として自動的に流量を制
御することも可能である。図中18は金網等を用
いて流体圧力感知装置の上流に設けた整流装置で
ある。図中Rは、流体圧力感知装置10の前縁か
らダンパ14のダンパ軸16までの距離を示すも
のである。
In the figure, reference numeral 14 denotes a damper that adjusts the flow rate by changing the opening degree of the pipe line and is provided downstream of the fluid pressure sensing devices 10, 10, . . . . The damper 14 changes the opening degree by changing the angle of the damper blade 15 with respect to the pipe by turning a handle 17 provided outside the pipe.
In this case, if the measuring device 13 is a flow meter, the flow rate can be adjusted while checking the flow meter, and it is also possible to automatically control the flow rate using the measured pressure as a signal. In the figure, numeral 18 is a rectifier installed upstream of the fluid pressure sensing device using a wire mesh or the like. In the figure, R indicates the distance from the front edge of the fluid pressure sensing device 10 to the damper shaft 16 of the damper 14.

また第6図には角型の管路に設置した場合を示
してあるが、円型の管路に設置する場合にはその
中心から放射状に設置すればよい。
Furthermore, although FIG. 6 shows a case in which the tube is installed in a rectangular conduit, when it is installed in a circular conduit, it may be installed radially from the center.

実際の空調機室のような運転現場では前述した
とおり、整流直管部分がとれなかつたりまた管路
の口径も様々である。そこで本発明装置が実用に
なるか否かの試験を実際の運転現場を想定して行
なつたので、その試験結果について以下に説明す
る。
As mentioned above, in actual operation sites such as air conditioner rooms, straight rectifier pipes may not be available, and the diameters of the pipes may vary. Therefore, a test was conducted to determine whether the device of the present invention could be put to practical use, assuming an actual driving site, and the test results will be described below.

はじめに管路口径□300×200mmの管路で次の試
験を行いその結果を検討した。
First, we performed the following tests on a pipe with a pipe diameter of □300 x 200 mm and examined the results.

(1) 流体圧力感知装置10の管路中流体の流れ方
向の長さの最良なもの及び静圧測定補助用突出
部材8の突設位置が静圧の測定にどのような影
響を及ぼすかについて、平均風速を変化させ静
圧を測定し検討した。試験に供した流体圧力感
知装置10の外形寸法は、第4図及び第5図の
記号に対応し、次のとおりである。
(1) How the optimal length of the fluid pressure sensing device 10 in the fluid flow direction in the pipeline and the protruding position of the static pressure measurement auxiliary protruding member 8 affect static pressure measurement. , static pressure was measured and studied by changing the average wind speed. The external dimensions of the fluid pressure sensing device 10 subjected to the test correspond to the symbols in FIGS. 4 and 5, and are as follows.

L=280mm M=254mm d=10mm P1=P7=40mm P2=P6=100mm P3=P4=P5=0mm(なし) 静圧測定孔5の口径 φ1mm また、流体圧力感知装置10の前縁から静圧
測定孔5までの距離Nは、厚さdの整数倍の位
置とし、1dから25dまでの位置について測定を
行つた。流体圧力感知装置10の前縁から25d
と20dの距離に静圧測定補助用突出部材8を突
設し、その夫々の突出位置について試験を行つ
た。この静圧測定補助用突出部材8の突出高さ
は、約2mmのものを使用した。また管路は直管
部分を適宜にとり、流体圧力感知装置10の上
流に整流装置18として、8メツシユの金網を
使用した。その結果を第7図乃至第9図に示
す。図は、1dの位置にある静圧測定孔5にお
ける測定値を−1.0mmAq/mmAqで規格化した
値を示してり、また各図中〇、○†ぁ
L = 280 mm M = 254 mm d = 10 mm P 1 = P 7 = 40 mm P 2 = P 6 = 100 mm P 3 = P 4 = P 5 = 0 mm (none) Diameter of static pressure measurement hole 5 φ1 mm Also, fluid pressure sensing device The distance N from the front edge of No. 10 to the static pressure measurement hole 5 was a position that was an integral multiple of the thickness d, and measurements were taken at positions from 1d to 25d. 25d from the leading edge of the fluid pressure sensing device 10
The protruding member 8 for static pressure measurement assistance was provided protrudingly at a distance of 20d from the test piece, and tests were conducted on each protruding position. The protruding height of the static pressure measurement auxiliary protruding member 8 was approximately 2 mm. In addition, a straight pipe portion was appropriately selected for the pipe, and an 8-mesh wire mesh was used as a rectifier 18 upstream of the fluid pressure sensing device 10. The results are shown in FIGS. 7 to 9. The figure shows the measured value at the static pressure measurement hole 5 at position 1d, normalized to -1.0mmAq/mmAq, and in each figure, 〇, ○†

Claims (1)

【特許請求の範囲】[Claims] 1 管路中の流体の流れ方向に直角の方向に偏平
した中空体の内部に該中空体の上流側と下流側の
2つの室に区画する仕切部材を流れ方向に直角の
方向に固設し、該2室を有する中空体の上流側端
面に複数の全圧測定孔を流れ方向に穿設し、中空
体の上流側の室を該全圧測定孔で開放してあり、
上記中空体の流れ方向に平行の面のうち少なくと
も一方の面に流れ方向に直角の方向に複数の静圧
測定孔を穿設し、中空体の下流側の室を該静圧測
定孔で開放してあり、該静圧測定孔の下流側の中
空体外部に適宜に突出した静圧測定補助用突出部
材を、流れ方向に直角の方向に突設し、上記中空
体の上流側の室から全圧を、下流側の室から静圧
を測定するようにした流体圧力感知装置。
1 A partition member is fixed in a direction perpendicular to the flow direction inside a hollow body that is flattened in a direction perpendicular to the flow direction of the fluid in the pipe line, dividing the hollow body into two chambers on the upstream side and the downstream side. , a plurality of total pressure measurement holes are bored in the upstream end face of the hollow body having two chambers in the flow direction, and the upstream chamber of the hollow body is opened by the total pressure measurement holes,
A plurality of static pressure measurement holes are bored in at least one of the planes parallel to the flow direction of the hollow body in a direction perpendicular to the flow direction, and a chamber on the downstream side of the hollow body is opened by the static pressure measurement holes. A protruding member for assisting static pressure measurement is provided in a direction perpendicular to the flow direction and protrudes appropriately from the outside of the hollow body on the downstream side of the static pressure measurement hole. A fluid pressure sensing device that measures total pressure and static pressure from a downstream chamber.
JP3129481A 1981-03-06 1981-03-06 Fluid pressure sensor Granted JPS57147026A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
JP3129481A JPS57147026A (en) 1981-03-06 1981-03-06 Fluid pressure sensor
US06/351,736 US4444060A (en) 1981-03-06 1982-02-23 Fluid pressure sensing apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3129481A JPS57147026A (en) 1981-03-06 1981-03-06 Fluid pressure sensor

Publications (2)

Publication Number Publication Date
JPS57147026A JPS57147026A (en) 1982-09-10
JPH0126010B2 true JPH0126010B2 (en) 1989-05-22

Family

ID=12327279

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3129481A Granted JPS57147026A (en) 1981-03-06 1981-03-06 Fluid pressure sensor

Country Status (1)

Country Link
JP (1) JPS57147026A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62192216U (en) * 1986-05-28 1987-12-07
JP7539353B2 (en) * 2021-06-29 2024-08-23 三菱重工業株式会社 Blower testing device and blower testing method

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5431317Y2 (en) * 1973-07-02 1979-10-01
JPS5549809Y2 (en) * 1976-09-07 1980-11-20
JPS5510005A (en) * 1978-07-05 1980-01-24 Hitachi Ltd Casing for hydraulic machine

Also Published As

Publication number Publication date
JPS57147026A (en) 1982-09-10

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