JPH01209331A - Apparatus for measuring atmospheric pressure generated in construction - Google Patents
Apparatus for measuring atmospheric pressure generated in constructionInfo
- Publication number
- JPH01209331A JPH01209331A JP3596788A JP3596788A JPH01209331A JP H01209331 A JPH01209331 A JP H01209331A JP 3596788 A JP3596788 A JP 3596788A JP 3596788 A JP3596788 A JP 3596788A JP H01209331 A JPH01209331 A JP H01209331A
- Authority
- JP
- Japan
- Prior art keywords
- pressure
- construction
- elongated pipe
- filled
- construction body
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 30
- 239000007788 liquid Substances 0.000 claims abstract description 10
- 238000009835 boiling Methods 0.000 claims description 9
- 230000005540 biological transmission Effects 0.000 claims description 4
- 238000010438 heat treatment Methods 0.000 abstract description 10
- 238000001514 detection method Methods 0.000 abstract description 9
- 238000004880 explosion Methods 0.000 abstract description 4
- 229940057995 liquid paraffin Drugs 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 229920002545 silicone oil Polymers 0.000 abstract description 3
- 238000005266 casting Methods 0.000 description 7
- 238000005259 measurement Methods 0.000 description 6
- 229910052751 metal Inorganic materials 0.000 description 6
- 239000002184 metal Substances 0.000 description 6
- 238000001035 drying Methods 0.000 description 5
- 239000007789 gas Substances 0.000 description 5
- 238000009530 blood pressure measurement Methods 0.000 description 4
- 239000011823 monolithic refractory Substances 0.000 description 4
- 238000009833 condensation Methods 0.000 description 3
- 230000005494 condensation Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Chemical compound O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 239000000919 ceramic Substances 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 239000004035 construction material Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 229910052753 mercury Inorganic materials 0.000 description 2
- 238000009529 body temperature measurement Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000001934 delay Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004519 grease Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 150000002730 mercury Chemical class 0.000 description 1
- QSHDDOUJBYECFT-UHFFFAOYSA-N mercury Chemical compound [Hg] QSHDDOUJBYECFT-UHFFFAOYSA-N 0.000 description 1
- 229920001296 polysiloxane Polymers 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Measuring Fluid Pressure (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、不定形耐火物、耐熱コンクリート等の多孔質
性施工体の蒸気圧等の内部発生気圧測定装置に関する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to an apparatus for measuring internally generated atmospheric pressure such as vapor pressure of a porous construction body such as a monolithic refractory or heat-resistant concrete.
不定形耐火物、耐熱コンクリート等の多孔質施工体は、
使用前には施工体の乾燥を行う。しかし、この乾燥中に
施工体内部に蒸気を主に種々の気体が発生し、例えばそ
の蒸気圧の増大により施工体が爆裂したり、内部欠陥を
生じたりすることが多い。この防止のためには乾燥中の
施工体内部の蒸気圧と温度の変化を知り、乾燥条件を調
整する必要がある。For porous construction bodies such as monolithic refractories and heat-resistant concrete,
Dry the constructed structure before use. However, during this drying, various gases, mainly steam, are generated inside the construction body, and for example, the construction body often explodes or internal defects occur due to an increase in the steam pressure. To prevent this, it is necessary to know the changes in vapor pressure and temperature inside the construction body during drying and adjust the drying conditions.
この内部蒸気圧の測定のために、両端開口の細長パイプ
の一端を多孔質施工体中に設け、他の一端を水銀マノメ
ータに接続して内部蒸気圧を測定する方式のものがある
。しかし、この方式では、圧力媒体として空気を用いて
いるため、空気の圧縮と金属製パイプ中の蒸気の凝結に
より、正確な圧力測定は不可能であった。In order to measure this internal vapor pressure, there is a method in which one end of an elongated pipe with openings at both ends is provided in a porous construction body, and the other end is connected to a mercury manometer to measure the internal vapor pressure. However, since this method uses air as the pressure medium, accurate pressure measurements are impossible due to the compression of the air and the condensation of steam in the metal pipes.
また、この水銀マノメータの代わりに歪みゲージ式圧力
計を用い、パイプ中での水蒸気の凝結による圧力損失を
防ぐために、パイプの外側に加熱コイルを巻いて加熱で
きるようにしたものが、アメリカン・セラミック・ソサ
イアティ (AmericanCeramic 5oc
iety) Vol、 63. No、7(1984)
pl)、 905以下に開示されている。In addition, American Ceramic used a strain gauge type pressure gauge instead of this mercury manometer, and in order to prevent pressure loss due to condensation of water vapor in the pipe, a heating coil was wound around the outside of the pipe to heat it.・Society (American Ceramic 5oc
iety) Vol, 63. No. 7 (1984)
pl), 905 et seq.
しかしながら、この装置も圧力媒体として圧縮率の非常
に大きな水蒸気と空気を用いているために瞬間的な圧力
変動の検出が不可能であり、正確な蒸気圧を求めるには
、パイプ内の蒸気の温度と体積の変化による測定値の補
正が必要であり、真の蒸気圧を測定することは原理的に
も不可能であった。However, since this device also uses water vapor and air with extremely high compressibility as pressure media, it is impossible to detect instantaneous pressure fluctuations, and in order to obtain accurate vapor pressure, it is necessary to Measured values had to be corrected due to changes in temperature and volume, and it was theoretically impossible to measure true vapor pressure.
また、かかる装置では、その構造上、パイプ外径を6市
程度に太くする必要があり、これが施工体の温度に外部
要因を与える原因となり、熱電対のような温度測定手段
を蒸気圧測定パイプに設けることができず、蒸気温度を
直接測定できないという問題もあった。In addition, due to the structure of such equipment, it is necessary to increase the outer diameter of the pipe to about 6 cm, which causes external factors to be applied to the temperature of the construction body. There was also the problem that the steam temperature could not be directly measured.
本発明において解決すべき課題は、不定形耐火物、耐熱
コンクリート等の内部蒸気圧と温度の測定に際しての従
来の手段による問題点を解消することにある。すなわち
、圧縮率の大きい空気等の気体の体積圧縮及び水蒸気の
パイプ内での凝結により発生する圧力測定誤差や検出応
答の遅れを防止して、正確で応答性のよい圧力測定手段
を得ることにある。The problem to be solved by the present invention is to solve the problems caused by conventional means when measuring the internal vapor pressure and temperature of monolithic refractories, heat-resistant concrete, etc. In other words, it is possible to obtain an accurate and responsive pressure measuring means by preventing pressure measurement errors and detection response delays caused by the volumetric compression of gases such as air with high compressibility and the condensation of water vapor in pipes. be.
本発明は、高沸点液体を圧力媒体として中空部に充填し
た細長パイプを施工体内部に挿入し、挿入先端付近の発
生気圧の圧力を、前記パイプ内に充填した高沸点液体を
介して他端に接続した圧力検出器に伝達して圧力を測定
するものであり、これにより、施工体の内部発生気圧の
絶対値を正確に測定することを可能にしたものである。In the present invention, an elongated pipe whose hollow part is filled with a high boiling point liquid as a pressure medium is inserted into a construction body, and the pressure generated near the insertion tip is transferred to the other end through the high boiling point liquid filled in the pipe. The pressure is measured by transmitting the information to a pressure detector connected to the construction body, thereby making it possible to accurately measure the absolute value of the internal atmospheric pressure of the construction body.
また、圧力検出器と共に、任意の温度測定手段を設ける
ことによって、圧力検出と共に温度を測定することが可
能である。Further, by providing an arbitrary temperature measuring means together with the pressure detector, it is possible to measure the temperature together with the pressure detection.
前記の圧力伝達媒体である高沸点液体としては、シリコ
ーンオイル、流動パラフィン、スピンドル油等を用いる
ことができる。As the high boiling point liquid that is the pressure transmission medium, silicone oil, liquid paraffin, spindle oil, etc. can be used.
第1図及び第2図は本測定装置の接続ボックスにおける
接続状態と断面を示している。1 and 2 show the connection state and cross section of the connection box of this measuring device.
1は圧力検出装置を示し、具体的には歪みゲージ式圧力
指示伝送器であり、ボックス2にねじで固定されている
。Reference numeral 1 indicates a pressure detection device, specifically a strain gauge type pressure indicating transmitter, which is fixed to the box 2 with screws.
3は内部に高沸点液体を圧力媒体として充填したSUS
等の金属製からなる外径2〜3mm、 内径0.8〜
1.5mmで長さ1〜3mの細長バイブで、一端を施工
体15内に挿入し、他端を圧力検出装置1まで到達せし
めている。3 is SUS with a high boiling point liquid filled inside as a pressure medium
Made of metal such as, outer diameter 2~3mm, inner diameter 0.8~
It is an elongated vibrator with a length of 1.5 mm and a length of 1 to 3 m, with one end inserted into the construction body 15 and the other end reaching the pressure detection device 1.
細長バイブ3の長さが、このように1〜3mのものでは
、内径は0.8mmから1.5mm以内にする必要があ
る。0.8mm以下の場合には、パイプ先端の施工体内
部で生じた圧損抵抗により蒸気圧の圧力伝達性が劣る結
果となり、また、内径1.5m+a以上ではパイプ内の
内容積が大きくなり、内部に充填した圧力媒体の圧縮性
により圧力伝達性が悪くなる。When the elongated vibrator 3 has a length of 1 to 3 m, the inner diameter must be within 0.8 mm to 1.5 mm. If the diameter is less than 0.8 mm, the pressure loss resistance generated inside the construction body at the tip of the pipe will result in poor steam pressure transferability, and if the inner diameter is greater than 1.5 m+a, the internal volume of the pipe will increase and the internal Pressure transmission performance deteriorates due to the compressibility of the pressure medium filled in the pipe.
細長バイブ3は接続金属4を溶接により接合してあり、
固定ねじ5で接続ボックス2に接続することができる。The elongated vibrator 3 has a connecting metal 4 joined by welding,
It can be connected to the connection box 2 with fixing screws 5.
細長バイブ3と接続ボックス2の内部通路は全てシリコ
ーンオイルや流動パラフィン等の高沸点液体の圧力媒体
で満たされており、施工体内部の細長バイブ3の先端部
の温度が、圧力媒体として充填した高沸点液体の沸点に
近くなった場合には、ねじ式ピストン6を後退させるこ
とにより、金属製パイプ中の圧力媒体を後退させること
ができる。All of the internal passages of the elongated vibrator 3 and the connection box 2 are filled with a high boiling point liquid pressure medium such as silicone oil or liquid paraffin, and the temperature at the tip of the elongated vibrator 3 inside the construction body increases as the pressure medium fills. When the boiling point of the high boiling point liquid is approached, the pressure medium in the metal pipe can be withdrawn by retracting the screw piston 6.
7は0−リングであって、ねじ式ピストン6と接続ボッ
クス2との隙間からの圧力媒体の漏れを防止する。Reference numeral 7 denotes an O-ring, which prevents pressure medium from leaking from the gap between the threaded piston 6 and the connection box 2.
細長バイブ3と接続ボックス2内部への圧力媒体の充填
は、排気口8に真空ポンプを接続し、真空に吸引しなが
らストップ弁9を開き、細長バイブ3の先端から圧力媒
体の漏れを防止しながら、行うことができる。To fill the inside of the elongated vibrator 3 and the connection box 2 with pressure medium, connect a vacuum pump to the exhaust port 8 and open the stop valve 9 while drawing a vacuum to prevent the pressure medium from leaking from the tip of the elongated vibrator 3. However, it can be done.
第3図は温度測定手段としての熱電対10の細長バイブ
3への取付は態様を示す。FIG. 3 shows how a thermocouple 10 as a temperature measuring means is attached to an elongated vibrator 3.
同図を参照して、熱電対10はシース熱電対を用い、接
地型あるいは非接地型の外径2.2mm以下のものが望
ましい。外径2.2mm以上になるとシースパイプとし
ての熱伝導が大となり、施工体に鋳込んだときに施工体
内部に熱的外部要因を入れる原因となる。細長パイプ3
の先端から約2〜3 mm内部まではシリコーングリス
のような半固形物11をつめて、鋳込時の細長パイプ3
の中空部に施工体材料が侵入することによる目詰まりを
防止する。Referring to the figure, the thermocouple 10 is preferably a sheathed thermocouple, which is a grounded or non-grounded type and has an outer diameter of 2.2 mm or less. When the outer diameter is 2.2 mm or more, the heat conduction as a sheath pipe becomes large, which causes external thermal factors to be introduced into the construction body when it is cast into the construction body. Slender pipe 3
A semi-solid substance 11 such as silicone grease is filled up to about 2 to 3 mm from the tip of the long pipe 3 during casting.
Prevents clogging caused by construction material entering the hollow part of the pipe.
細長パイプ3とシース熱電対10は先端を揃え、約3
a+m以下の間隔をおいて平行に固定金具12で接続す
る。細長パイプ3とシース熱電対10の間隔が3 mm
以上になると、蒸気圧測定位置と温度測定位置のずれが
大きくなる。しかし、間隔が1市以下になると鋳込時に
細長パイプ3とシース熱電対10の杆への多孔質材料の
充填が困難になり、空隙が生じ、施工体内部で生じた蒸
気圧が散逸する原因となる。The ends of the elongated pipe 3 and the sheathed thermocouple 10 are aligned, approximately 3
They are connected in parallel using fixing fittings 12 with an interval of a+m or less. The distance between the elongated pipe 3 and the sheathed thermocouple 10 is 3 mm.
If it becomes more than that, the deviation between the vapor pressure measurement position and the temperature measurement position becomes large. However, if the spacing is less than one city, it becomes difficult to fill the rods of the elongated pipe 3 and sheathed thermocouple 10 with porous material during casting, creating voids and causing the vapor pressure generated inside the construction body to dissipate. becomes.
第4図は圧力検出装置1の測定架台13への取付は金具
14による取付は態様を示す。本発明の場合細長パイプ
3はフレキシブルであり、施工体と架台との場所取合も
、同図に示すように自由に任意間隔を以て設置でき、内
部圧力の変化の正確な測定が可能となる。FIG. 4 shows how the pressure detection device 1 is attached to the measurement stand 13 using a metal fitting 14. In the case of the present invention, the elongated pipe 3 is flexible, and the construction body and the frame can be installed at arbitrary intervals as shown in the figure, making it possible to accurately measure changes in internal pressure.
第5図は本発明の装置全体の作動状態を模式的に示す図
である。FIG. 5 is a diagram schematically showing the operating state of the entire apparatus of the present invention.
圧力測定用の細長パイプ3とシース熱電対10は、多孔
質施工体15の加熱面16から任意の位置に鋳込枠17
を通して加熱面から50mIm程度の位置に挿入する。The elongated pipe 3 for pressure measurement and the sheathed thermocouple 10 are placed in the casting frame 17 at any position from the heating surface 16 of the porous construction body 15.
50 mIm from the heating surface.
実際の細長パイプ3及びシース熱電対10の設置は、鋳
込枠17内に施工体材料を鋳込む以前にすでに完了して
おいた方がよい。シース熱電対10から生じる電気信号
は、記録計18に連続的に記録される。細長パイプ3を
鋳込んだ施工体15中で生じた蒸気圧は、細長バイブ3
中の圧力媒体を介して圧力検出装置1まで伝達され、こ
こでデジタル表示されると共に、電気信号として取り出
され、記録計19に連続的に記録することができる。It is better to complete the actual installation of the elongated pipe 3 and the sheathed thermocouple 10 before casting the construction material into the casting flask 17. The electrical signal generated by the sheathed thermocouple 10 is continuously recorded on a recorder 18. The steam pressure generated in the construction body 15 into which the elongated pipe 3 is cast is the elongated pipe 3.
The pressure is transmitted to the pressure detection device 1 via the pressure medium therein, where it is digitally displayed, and is extracted as an electrical signal, which can be continuously recorded on the recorder 19.
第6図及び第7図はその測定結果を示す。FIGS. 6 and 7 show the measurement results.
同図の場合、第5図に示す鋳込枠17に、第1表に示す
性質を有する耐火キャスタブルを鋳込み、25℃で20
時間養生後、加熱面16をガスバーナで加熱昇温した。In the case of the figure, a refractory castable having the properties shown in Table 1 is cast into the casting flask 17 shown in Fig. 5, and
After curing for a period of time, the heating surface 16 was heated with a gas burner to raise the temperature.
測定位置は加熱面から30.50.70 mmの位置で
あり、所定の位置に細長パイプ3とシース熱電対10の
先端部が位置するように鋳込んだ。圧力は大気圧を0.
0kg/cutとした表示で示しているが、細長パイプ
3の詰まりもなく、加熱表面の温度上昇に伴う内部温度
と内部蒸気圧の変化の様子が、−律に測定されているこ
とが判る。The measurement position was 30.50.70 mm from the heating surface, and casting was performed so that the tips of the elongated pipe 3 and the sheathed thermocouple 10 were located at predetermined positions. Pressure is atmospheric pressure 0.
Although it is shown as 0 kg/cut, it can be seen that there was no clogging of the elongated pipe 3, and that changes in internal temperature and internal steam pressure as the temperature of the heating surface increased were measured in a regular manner.
本実施例においては、内部発生気体を蒸気を例にとって
説明したが、その他の発生ガス等による気圧を本発明の
装置によって測定できることは言うまでもない。In this embodiment, the internally generated gas is explained using steam as an example, but it goes without saying that the pressure of other generated gases can be measured by the apparatus of the present invention.
さらに、不定形耐火物による窯炉の補修等の際の爆裂対
策として、本発明装置を取付け、測定した圧力が爆裂を
引起こす圧力値になると、加熱手段による加熱を停止或
いは低減し、これによって内部(蒸)気圧が低下すると
、再び加熱を開始する爆裂防止の自動制御システムを構
成することができる。Furthermore, as a measure against explosions when repairing furnaces using monolithic refractories, the device of the present invention is installed, and when the measured pressure reaches a pressure value that would cause an explosion, the heating by the heating means is stopped or reduced, thereby When the internal (steam) pressure drops, an automatic control system for explosion prevention can be configured that starts heating again.
第 1 表 〔発明の効果〕 本発明によって以下の効果を奏することができる。Table 1 〔Effect of the invention〕 The following effects can be achieved by the present invention.
(1)乾燥中の多孔質性施工体中の任意位置における内
部蒸気圧等の内部発生気圧の連続的に応答性良い正確な
測定データが得られる。(1) Continuously responsive and accurate measurement data of internally generated atmospheric pressure such as internal vapor pressure at any position in a porous construction body during drying can be obtained.
(2) 内部発生気圧測定装置に温度測定手段を併用
することにより、同時間、同地点での内部蒸気圧と温度
の把握、内部蒸気圧の急激な上昇を防ぐ適正乾燥パター
ンの設定、各種多孔質施工体の原料が内部蒸気圧の発生
に及ぼす影響の確認等が可能となる。(2) By using a temperature measuring device in combination with an internally generated atmospheric pressure measuring device, it is possible to grasp the internal vapor pressure and temperature at the same time and at the same point, set an appropriate drying pattern to prevent a sudden increase in internal vapor pressure, and measure various porous holes. It becomes possible to confirm the influence of the raw materials of a quality construction body on the generation of internal steam pressure.
各添付図は本発明の実施例を示す図である。
第1図及び第2図は本測定装置の接続ボックスにおける
接続状態を示す。第3図は温度測定手段の細長パイプへ
の取付は態様を示す。第4図は圧力検出装置の測定架台
への取付は態様を示す。第5図は本発明の装置全体の作
動状態を模式的に示す。第6図及び第7図は本発明の装
置による測定結果を示す。
l:圧力検出装置 2:接続ボックス3:細長パ
イプ 4:接続金属5:固定ねじ
6:ねじ式ピストン7:O−リング 8:排気
口Each of the accompanying drawings shows an embodiment of the invention. FIGS. 1 and 2 show the connection state in the connection box of this measuring device. FIG. 3 shows how the temperature measuring means is attached to the elongated pipe. FIG. 4 shows how the pressure detection device is attached to the measurement stand. FIG. 5 schematically shows the operating state of the entire apparatus of the present invention. FIGS. 6 and 7 show measurement results using the apparatus of the present invention. l: Pressure detection device 2: Connection box 3: Elongated pipe 4: Connection metal 5: Fixing screw
6: Threaded piston 7: O-ring 8: Exhaust port
Claims (1)
伝達媒体としての高沸点液体を充填してなる細長パイプ
を有することを特徴とする施工体の内部発生気圧測定装
置。 2、後端部を圧力検出器に接続し、且つ内部空間に圧力
伝達媒体としての高沸点液体を充填してなる細長パイプ
を有し、且つ同細長パイプの先端に温度測定手段を設け
たことを特徴とする施工体の内部発生気圧測定装置。[Claims] 1. Internal generation of a construction body characterized by having an elongated pipe whose rear end is connected to a pressure detector and whose internal space is filled with a high boiling point liquid as a pressure transmission medium. Barometric pressure measuring device. 2. It has an elongated pipe whose rear end is connected to a pressure detector and whose internal space is filled with a high boiling point liquid as a pressure transmission medium, and a temperature measuring means is provided at the tip of the elongated pipe. A device for measuring the internal atmospheric pressure of a construction body, characterized by:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63035967A JP2533904B2 (en) | 1988-02-17 | 1988-02-17 | Internally generated air pressure measuring device for construction body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63035967A JP2533904B2 (en) | 1988-02-17 | 1988-02-17 | Internally generated air pressure measuring device for construction body |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01209331A true JPH01209331A (en) | 1989-08-23 |
| JP2533904B2 JP2533904B2 (en) | 1996-09-11 |
Family
ID=12456712
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63035967A Expired - Fee Related JP2533904B2 (en) | 1988-02-17 | 1988-02-17 | Internally generated air pressure measuring device for construction body |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2533904B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114383745A (en) * | 2021-12-30 | 2022-04-22 | 华南理工大学 | Method and device for fixing thermocouple inside outer steel plate concrete combined member |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS54118883A (en) * | 1978-03-07 | 1979-09-14 | Toshiba Corp | Sodium pressure gauge with temperature compensation |
| JPS57190444U (en) * | 1981-05-29 | 1982-12-02 | ||
| JPS60183843U (en) * | 1984-05-17 | 1985-12-06 | 株式会社 鷺宮製作所 | Pressure sensor with temperature detection output |
| JPS6167537U (en) * | 1984-10-11 | 1986-05-09 | ||
| JPS62206424A (en) * | 1986-03-06 | 1987-09-10 | Tsukishima Kikai Co Ltd | Double purge type pressure leading method and apparatus therefor |
-
1988
- 1988-02-17 JP JP63035967A patent/JP2533904B2/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS54118883A (en) * | 1978-03-07 | 1979-09-14 | Toshiba Corp | Sodium pressure gauge with temperature compensation |
| JPS57190444U (en) * | 1981-05-29 | 1982-12-02 | ||
| JPS60183843U (en) * | 1984-05-17 | 1985-12-06 | 株式会社 鷺宮製作所 | Pressure sensor with temperature detection output |
| JPS6167537U (en) * | 1984-10-11 | 1986-05-09 | ||
| JPS62206424A (en) * | 1986-03-06 | 1987-09-10 | Tsukishima Kikai Co Ltd | Double purge type pressure leading method and apparatus therefor |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114383745A (en) * | 2021-12-30 | 2022-04-22 | 华南理工大学 | Method and device for fixing thermocouple inside outer steel plate concrete combined member |
| CN114383745B (en) * | 2021-12-30 | 2022-10-25 | 华南理工大学 | Method and device for fixing thermocouple inside outer steel plate concrete combined member |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2533904B2 (en) | 1996-09-11 |
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