JPS61275647A - Seal structure for concrete test body heated to high temperature - Google Patents
Seal structure for concrete test body heated to high temperatureInfo
- Publication number
- JPS61275647A JPS61275647A JP11682085A JP11682085A JPS61275647A JP S61275647 A JPS61275647 A JP S61275647A JP 11682085 A JP11682085 A JP 11682085A JP 11682085 A JP11682085 A JP 11682085A JP S61275647 A JPS61275647 A JP S61275647A
- Authority
- JP
- Japan
- Prior art keywords
- test body
- concrete
- container
- water
- specimen
- 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
Links
- 238000012856 packing Methods 0.000 claims abstract description 13
- 238000005259 measurement Methods 0.000 claims abstract description 10
- 238000007789 sealing Methods 0.000 claims abstract description 7
- WABPQHHGFIMREM-UHFFFAOYSA-N lead(0) Chemical compound [Pb] WABPQHHGFIMREM-UHFFFAOYSA-N 0.000 claims description 8
- 230000000452 restraining effect Effects 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 8
- 238000010438 heat treatment Methods 0.000 abstract description 6
- 229920006362 Teflon® Polymers 0.000 abstract description 5
- 238000005336 cracking Methods 0.000 abstract 1
- 239000011347 resin Substances 0.000 abstract 1
- 229920005989 resin Polymers 0.000 abstract 1
- 238000000034 method Methods 0.000 description 5
- 239000004809 Teflon Substances 0.000 description 4
- 238000011088 calibration curve Methods 0.000 description 3
- 230000018044 dehydration Effects 0.000 description 3
- 238000006297 dehydration reaction Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000000691 measurement method Methods 0.000 description 2
- 229920002050 silicone resin Polymers 0.000 description 2
- 239000011358 absorbing material Substances 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 210000000481 breast Anatomy 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000002542 deteriorative effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000005491 wire drawing Methods 0.000 description 1
Landscapes
- Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)
Abstract
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、原子力構造物などに用いられるコンクリー
ト中の含水率を電極法によって測定する場合に、その校
正曲線の作成時に用いるコンクリート供試体を、予め設
定した含水状態に保持し、かつ供試体を損傷することな
く高温加熱時に完全シールする構造に関する。Detailed Description of the Invention (Industrial Application Field) This invention provides a method for measuring concrete specimens used when creating a calibration curve when measuring the moisture content in concrete used for nuclear structures etc. by an electrode method. , relates to a structure that maintains a preset hydrated state and completely seals the specimen when heated at high temperatures without damaging the specimen.
(従来技術とその問題点) 電極法による含水率測定方法は、予め熱電対。(Prior art and its problems) The moisture content measurement method using the electrode method uses a thermocouple in advance.
電極などのセンサを埋設し、かつ人工的に含水率を変化
させた小型の供試体を密封容器内に入れ、その内部で含
水率を変化させることなく加熱して、コンクリート温度
と含水率および電極間抵抗値との関係を求めて校正曲線
を作成し、次いで実部材コンクリート中に埋設した電極
の電極間抵抗値を測定し、その結果と前記校正曲線とを
照合して実部材の含水率を読み取る方法である。A small specimen with embedded sensors such as electrodes and artificially changed moisture content is placed in a sealed container, heated inside the container without changing the moisture content, and the concrete temperature, moisture content, and electrodes are measured. A calibration curve is created by determining the relationship between the inter-electrode resistance value, and then the inter-electrode resistance value of the electrodes embedded in the concrete of the actual part is measured, and the results are compared with the calibration curve to determine the moisture content of the actual part. It is a method of reading.
この測定法において、小型のコンクリート供試体を例え
ば200℃程度に高温加熱すると、加熱に伴いコンクリ
ート中の水分の蒸気圧がほぼ10気圧近くに増大するが
、リード線の密封容器からの引出端におけるシールは従
来0リングを使用しているため、この部分でのシール性
能が低下しやすい。In this measurement method, when a small concrete specimen is heated to a high temperature of, for example, 200°C, the vapor pressure of the water in the concrete increases to nearly 10 atm due to heating, but at the end of the lead wire from the sealed container, Since the seal conventionally uses an O-ring, the sealing performance in this area tends to deteriorate.
また、シール容器と供試体との間に間隙があるため、供
試体から脱水したり、コンクリート中に埋め込んだ電極
とコンクリートとの熱変形の差異によってコンクリート
にひび割れが生ずるなど、シールが不完全なものとなっ
ていた。In addition, since there is a gap between the seal container and the specimen, the seal may be incomplete, such as dehydration from the specimen or cracks in the concrete due to differences in thermal deformation between the electrode embedded in the concrete and the concrete. It had become a thing.
(発明の目的)
この発明は、高温加熱時に供試体を損傷することなく、
またリード線の外部引き出し端を完全にシールすること
を目的としている。(Objective of the invention) This invention provides a method for heating specimens at high temperatures without damaging them.
It is also intended to completely seal the externally drawn end of the lead wire.
(目的を達成するための手段)
前記目的を達成するため、この発明は、予め熱電対、電
極などのセンサを埋設したコンクリート供試体を密閉容
器内に収納し、前記センサのリード線を密閉容器より引
き出してなる測定用試料において、前記コンクリート供
試体と、密閉容器との空間部には、非吸水性であって、
高耐熱性のパッキング剤を充填したことを特徴とする。(Means for Achieving the Object) In order to achieve the above object, the present invention stores a concrete specimen in which sensors such as thermocouples and electrodes are embedded in advance in a sealed container, and connects the lead wires of the sensors to the sealed container. In the measurement sample drawn from the concrete specimen, a space between the concrete specimen and the closed container contains a non-water-absorbing material,
It is characterized by being filled with a highly heat-resistant packing agent.
(実 施 例)
以下、この発明の一実施例を図面を参照して詳細に説明
する。(Example) Hereinafter, an example of the present invention will be described in detail with reference to the drawings.
第1図はこの発明を適用した測定試料の平面図、第2図
は同断面図である。FIG. 1 is a plan view of a measurement sample to which the present invention is applied, and FIG. 2 is a sectional view thereof.
図において、試料は密封容gs1内にコンクリート供試
体2を気密状態に封じ込めた状態のものである。In the figure, the sample is a concrete specimen 2 sealed in a sealed container gs1 in an airtight state.
密封容器1は、上下間口した円筒形の筒部3と、筒部3
の上下面にOリング5を介して装着された上下の端板4
と、筒部3の外周にあって各端板4間を貫通して装着さ
れたスティボルト6と、スティボルト6にねじ込まれた
ナツト7からなり、ナツト7の締め上げにより筒部3内
を気密状態に密封している。The sealed container 1 includes a cylindrical tube portion 3 with a vertical opening and a tube portion 3.
upper and lower end plates 4 attached via O-rings 5 to the upper and lower surfaces of the
It consists of a Stibbolt 6 which is attached to the outer periphery of the cylindrical part 3 and penetrates between each end plate 4, and a nut 7 screwed into the Stibbolt 6. When the nut 7 is tightened, the inside of the cylindrical part 3 is tightened. It is hermetically sealed.
前記供試体は角形をなすものであり、その両側部には一
対の拘束フレーム8が対向配置され、両胸束フレーム8
を複数のビス9よって締め付け、供試体2を挾圧保持し
ている。The specimen has a rectangular shape, and a pair of restraint frames 8 are disposed facing each other on both sides thereof, and both breast bundle frames 8
is tightened with a plurality of screws 9 to hold the specimen 2 under pressure.
供試体2の内部には、熱電対などの温度センサ10およ
び抵抗値測定用の一対の電極11が対向した状態で埋設
されており、これらの各リード線12.13は前記上下
端板4を通じて外部に引き出されている。各端板4のリ
ード線引き出し端には、リード線挿通用の゛ボス部14
が突設され、これに各リード線12.13を挿通した状
態で外周にテフロンリング15を嵌め込み、さらにその
開口端部をネジキャップ16で覆うことにより、テフロ
ンリング15によって引き出し端は気密にシールされて
いる。Inside the specimen 2, a temperature sensor 10 such as a thermocouple and a pair of electrodes 11 for measuring resistance value are embedded in a state in which they face each other. being pulled outside. At the lead wire drawing end of each end plate 4, there is a boss portion 14 for inserting the lead wire.
is provided protrudingly, and by inserting each lead wire 12, 13 into the outer periphery and fitting a Teflon ring 15 into the outer periphery, and further covering the open end with a screw cap 16, the lead-out end is airtightly sealed by the Teflon ring 15. has been done.
なお、各リード線12.13の外周にそれぞれテフロン
被覆することによって、高温加熱時にリード線12.1
3のシール性が低下することを防止できる。In addition, by coating the outer periphery of each lead wire 12.13 with Teflon, the lead wire 12.1 can be coated with Teflon during high temperature heating.
It is possible to prevent the sealing performance of No. 3 from deteriorating.
そして、筒部3および上下端板4で囲われる空間と、供
試体2との間には吸水性がなく、高温耐熱性のパッキン
グ17が充填されているとともに、パッキング17の間
には、例えば鉄筋の如きロッド18が上下方向に多数挿
通されている。A space surrounded by the cylindrical portion 3 and the upper and lower end plates 4 and the specimen 2 is filled with packing 17 that has no water absorption and is resistant to high temperatures. A large number of rods 18 such as reinforcing bars are inserted vertically.
パッキング17は例えばシリコン樹脂・からなるもので
、供試体2を下部端板4が装着されている状態の筒部3
内に装着し、次いでシリコン樹脂を注入し、硬化させる
ことにより得られる弾性体である。そして、その硬化途
中で各ロッド18を挿通し、次いで上部端板4を装着す
ることによって測定用試料が完成する。The packing 17 is made of silicone resin, for example, and the specimen 2 is attached to the cylindrical part 3 with the lower end plate 4 attached.
It is an elastic body obtained by attaching it to the inside of the body, then injecting silicone resin and curing it. Then, each rod 18 is inserted during the curing, and then the upper end plate 4 is attached to complete the measurement sample.
以上の構成において、密封容器1をほぼ200℃程度に
高温加熱した場合には、パッキング17のシール作用に
より、密封容器1の外部への脱水や、供試体自体の脱水
現象がないものとなり、加熱前後の供試体の含水状態を
変化させることなしに測定を行うことができる。In the above configuration, when the sealed container 1 is heated to a high temperature of approximately 200°C, due to the sealing action of the packing 17, there is no dehydration to the outside of the sealed container 1 or dehydration of the specimen itself, and the heating Measurements can be performed without changing the water content of the specimen before and after.
また、拘束フレーム8により供試体2にひび割れが生ず
ることもない。Further, the restraint frame 8 prevents cracks from occurring in the specimen 2.
測定侵は、ナツトを緩め、端板4を外し、ロッド18を
パッキング17内から引き抜けば、パッキング17はも
ともと弾性体であるため、ロンド18が抜けた分径方向
に縮小しやすく、これにより、筒部3からパッキング1
7を供試体2とともに容易に引き抜くことができる。ま
た、供試体2とパッキング17との分離も容易となる。For measurement, loosen the nut, remove the end plate 4, and pull out the rod 18 from inside the packing 17. Since the packing 17 is originally an elastic body, it easily shrinks in the radial direction in which the iron 18 is removed. , packing 1 from cylinder part 3
7 can be easily pulled out together with the specimen 2. Furthermore, separation of the specimen 2 and the packing 17 becomes easy.
(発明の効果)
以上、実施例で詳細に説明したように、この発明による
シール構造では、供試体の加熱前後で供試体そのものの
含水率が変化することなく、またリード線などの引き出
し端のシール性も改善されることになる。(Effects of the Invention) As described above in detail in the examples, the seal structure according to the present invention does not change the moisture content of the specimen itself before and after heating the specimen, and Sealing performance will also be improved.
第1図はこの発明に係る測定試料の平面図、第2図は同
測定試料の断面図である。FIG. 1 is a plan view of a measurement sample according to the present invention, and FIG. 2 is a cross-sectional view of the same measurement sample.
Claims (3)
リート供試体を密閉容器内に収納し、前記センサのリー
ド線を密閉容器より引き出してなる測定用試料において
、前記コンクリート供試体と、密閉容器との空間部に、
非吸水性であって、高耐熱性のパッキング剤を充填した
ことを特徴とする高温加熱されるコンクリート供試体の
シール構造。(1) In a measurement sample in which a concrete specimen in which sensors such as thermocouples and electrodes are embedded in advance is housed in a sealed container, and a lead wire of the sensor is pulled out from the sealed container, the concrete specimen and the sealed container are In the space with
A sealing structure for a concrete specimen heated to a high temperature, characterized by being filled with a non-water-absorbing and highly heat-resistant packing agent.
挾圧保持されていることを特徴とする特許請求の範囲第
1項記載の高温加熱されるコンクリート供試体のシール
構造。(2) A sealing structure for a concrete specimen to be heated to a high temperature as set forth in claim 1, wherein the outer circumferential surface of the concrete is held under clamping pressure by a restraining frame.
用ロッドが引き抜き可能に挿通されていることを特徴と
する特許請求の範囲第1項または第2項記載の高温加熱
されるコンクリート供試体のシール構造。(3) A concrete specimen to be heated at a high temperature according to claim 1 or 2, wherein a large number of gap adjustment rods are removably inserted into the space filled with the packing agent. Seal structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11682085A JPS61275647A (en) | 1985-05-31 | 1985-05-31 | Seal structure for concrete test body heated to high temperature |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11682085A JPS61275647A (en) | 1985-05-31 | 1985-05-31 | Seal structure for concrete test body heated to high temperature |
Publications (1)
Publication Number | Publication Date |
---|---|
JPS61275647A true JPS61275647A (en) | 1986-12-05 |
Family
ID=14696437
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11682085A Pending JPS61275647A (en) | 1985-05-31 | 1985-05-31 | Seal structure for concrete test body heated to high temperature |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61275647A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104458820A (en) * | 2014-12-06 | 2015-03-25 | 韩少鹏 | Water damage test device for asphalt concrete pavements and use method thereof |
CN105158140A (en) * | 2015-09-02 | 2015-12-16 | 哈尔滨工程大学 | Clamping slot type electric flux fixture |
-
1985
- 1985-05-31 JP JP11682085A patent/JPS61275647A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104458820A (en) * | 2014-12-06 | 2015-03-25 | 韩少鹏 | Water damage test device for asphalt concrete pavements and use method thereof |
CN105158140A (en) * | 2015-09-02 | 2015-12-16 | 哈尔滨工程大学 | Clamping slot type electric flux fixture |
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