JPH02291945A - Underground-environment testing apparatus - Google Patents
Underground-environment testing apparatusInfo
- Publication number
- JPH02291945A JPH02291945A JP10918289A JP10918289A JPH02291945A JP H02291945 A JPH02291945 A JP H02291945A JP 10918289 A JP10918289 A JP 10918289A JP 10918289 A JP10918289 A JP 10918289A JP H02291945 A JPH02291945 A JP H02291945A
- Authority
- JP
- Japan
- Prior art keywords
- water
- environment
- tank
- soil
- embedded
- 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
- 238000012360 testing method Methods 0.000 title claims abstract description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 29
- 239000002689 soil Substances 0.000 claims abstract description 15
- 238000009933 burial Methods 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 abstract description 13
- 239000010959 steel Substances 0.000 abstract description 13
- 239000000463 material Substances 0.000 abstract description 5
- 230000006866 deterioration Effects 0.000 abstract description 4
- 239000003673 groundwater Substances 0.000 description 7
- 239000011248 coating agent Substances 0.000 description 3
- 238000000576 coating method Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 238000007599 discharging Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000004020 conductor Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000001816 cooling Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 230000003203 everyday effect Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000000295 fuel oil Substances 0.000 description 1
- 238000010438 heat treatment Methods 0.000 description 1
- 239000012212 insulator Substances 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 229920000620 organic polymer Polymers 0.000 description 1
- 238000012856 packing Methods 0.000 description 1
- 239000002861 polymer material Substances 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
Landscapes
- Testing Of Devices, Machine Parts, Or Other Structures Thereof (AREA)
- Testing Resistance To Weather, Investigating Materials By Mechanical Methods (AREA)
Abstract
Description
【発明の詳細な説明】
[産業一ヒの利用分野]
本発明は埋設環境下での被ylm管の耐久寿命を推定す
る等、土中環境試験を行う装置に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Use] The present invention relates to an apparatus for conducting underground environment tests, such as estimating the durable life of ylm pipes in a buried environment.
[従来の技術]
近年、バイブラインに於ける重質油の高温輸送あるいは
スチームや湯を通す地域冷暖房用途の配管等で、被覆鋼
管の使用環境が高温化の一途をたどっている。これらの
被覆鋼管は基本的に地下埋設管として使用されること、
かつ高温では被覆材料の劣化速度及び鋼管の腐食速度が
著しく速くなることから、地中に埋設した状態であらか
じめその耐久寿命を推定することが極めて重要となる。[Prior Art] In recent years, the environment in which coated steel pipes are used has been increasing in temperature, such as in the high-temperature transportation of heavy oil in vibrine lines, or in piping for district heating and cooling applications that pass steam or hot water. These coated steel pipes are basically used as underground pipes;
In addition, at high temperatures, the rate of deterioration of the coating material and the rate of corrosion of the steel pipe increase significantly, so it is extremely important to estimate the durable life of the pipe in advance while it is buried underground.
このような埋設環境下での被覆鋼管の耐久寿命を求める
方法としては、従来から第2図に示すように試験体とな
る被覆鋼管l2を既存の屋外埋設の給湯管15等の一部
を借用してつなぐというものがあるが、工事が大掛りな
ため一度埋めてしまうとその後の状況を頻繁に観察する
ことが困難であるのみならず、埋設環境が埋めた場所に
限定されてしまうため得られる耐久寿命が汎用性に乏し
く、また、つないだ給湯管l5の実使用温度で運転する
ため被覆材料の劣化及び鋼管の腐食を促進するのには至
らず、耐久寿命を求めるのに莫大な時間を要するという
欠点がある。Conventionally, as a method for determining the durable life of coated steel pipes under such a buried environment, as shown in Fig. 2, a part of the coated steel pipe 12 used as a test specimen is borrowed from an existing outdoor buried hot water pipe 15, etc. However, since the construction work is large-scale, it is not only difficult to frequently observe the situation after burial, but also the buried environment is limited to the buried area, which is advantageous. The durability life of the pipes is not very versatile, and since it is operated at the actual operating temperature of the connected hot water pipes 15, it does not accelerate the deterioration of the coating material and the corrosion of the steel pipes, and it takes a huge amount of time to obtain the durability life. The disadvantage is that it requires
[発明が解決しようとする課題]
本発明は、このような埋設環境下での被覆X4管の耐久
寿命を推定するにあたって、小型の装置によって様々な
埋設環境下での耐久寿命を短時間で推定しようとするも
のであり、また他の材料等の土中環境の試験にも使用で
きるものを提供することを目的とする。[Problems to be Solved by the Invention] In estimating the durable life of coated X4 pipes under such buried environments, the present invention aims to estimate the durable life in various buried environments in a short time using a small device. The purpose is to provide something that can also be used for testing the underground environment of other materials.
[課題を解決するための手段]
本発明は上記のような目的に使用する装置であって、す
なわち、埋設環境となる土壌2が充填できる上部開放の
試験槽1の上部に水を供給するシャワー3、側面に余剰
水を排出するオーバーフロー・トレイ4及び観測用窓5
、下部に上水弁6付き排水口7を備え、試験の目的によ
ってはさらに試験槽1の内部にヒーター11を設けたこ
とを特徴とする土中環境試験装置である。[Means for Solving the Problems] The present invention is a device used for the above-mentioned purpose, that is, a shower that supplies water to the top of an open top test tank 1 that can be filled with soil 2 serving as a burial environment. 3. Overflow tray 4 to drain excess water to the side and observation window 5
This is a soil environment testing device characterized in that it is equipped with a drain port 7 with a water supply valve 6 at the lower part, and a heater 11 is further provided inside the test tank 1 depending on the purpose of the test.
[作用・実施例コ 次に本発明装置の構成について図面を用いて説明する。[Effects/Examples] Next, the configuration of the device of the present invention will be explained using the drawings.
1は本発明になる土中環境試験装置の試験槽で、埋設環
境となる土塙2が充填できるよう上部開放となっている
。この試験槽1は−L部に水をイ共給するシャワー3、
側面に余剰水を排出するオーバーフロー・トレイ4及び
土壌状態観測用窓5、下部に止水プF6付き排水口7を
備えている。オーバーフロー・トレイ4が取り付けられ
ている試騒槽1の側面には数ケ所の開口部8が設けられ
ており、その内のいずわが一つにオーバーフロー・トレ
ーr4を取り付け、残りの開口部は盲蓋9でふさぐこと
により、その高さを任意に変えることができる。10は
土留めのための金網である。Reference numeral 1 designates a test tank of the soil environment testing device according to the present invention, which is open at the top so that it can be filled with a soil bunker 2 that will serve as a burial environment. This test tank 1 includes a shower 3 that supplies water to the -L section;
It is equipped with an overflow tray 4 for discharging excess water on the side, a window 5 for observing soil conditions, and a drain port 7 with a water stopper F6 at the bottom. Several openings 8 are provided on the side of the test noise tank 1 to which the overflow tray 4 is attached, and the overflow tray r4 is attached to one of them, and the remaining openings are opened. By covering it with a blind lid 9, its height can be changed arbitrarily. 10 is a wire mesh for retaining the earth.
試験の目的によってはさらにヒーター11を設けること
が必要であるが、その例は以下のごとくである。試験体
となる被N鋼管l2内に高温流体が流ねるような場合を
再現するために、その内部にヒーター11を装填する。Depending on the purpose of the test, it may be necessary to further provide a heater 11, an example of which is as follows. In order to reproduce a situation where a high temperature fluid flows inside the N steel pipe l2, which is the test specimen, a heater 11 is loaded inside the pipe.
残りの空間にはヒーター11からの熱を均一に伝えるた
めに熱伝導物質を充填し、温度は素管内面に埋め込まれ
た温度検出部13によって検出・制御する。また、被覆
鋼管l2の両開放面はヒーター+1からの熱が逃げない
よう断熱物i14によって蓋をし、その接触面は外部か
らの水の侵入を防ぐためにパッキン及びシール剤等で完
全にシールする。The remaining space is filled with a thermally conductive material to uniformly transmit the heat from the heater 11, and the temperature is detected and controlled by a temperature detection section 13 embedded in the inner surface of the tube. In addition, both open surfaces of the coated steel pipe l2 are covered with insulators i14 to prevent heat from escaping from the heater +1, and the contact surfaces are completely sealed with packing and sealant to prevent water from entering from the outside. .
本発明装置の操作について説明する。The operation of the device of the present invention will be explained.
まず試a#Iiに埋設環境となる土塙2を充填し、その
中に試験体となる被覆鋼管l2を埋め込む。埋設環境に
ついては実際に被覆鋼管l2を埋める場所が地下水而以
上と地下水面以下の2つに大きく分けられるので、本発
明装置では両者を再現できるようになっている。すなわ
ち、地下水面以上では土壌空隙中への水の供給は降雨に
よってもたらされるので、それを想定したシャワー3に
て水を供給し、余剰となった水は上水弁6を開けた状態
で排水口7より排出させ、その環境を再現する。First, the test a#Ii is filled with a soil bunker 2 that serves as a burial environment, and the coated steel pipe 12 that serves as a test specimen is embedded therein. As for the burial environment, the places where the coated steel pipe 12 is actually buried can be roughly divided into two: above the groundwater level and below the groundwater level, so the apparatus of the present invention can reproduce both. In other words, since water is supplied to the soil voids by rainfall above the groundwater level, water is supplied by the shower 3 assuming this, and excess water is drained with the water valve 6 open. It is discharged from the mouth 7 and the environment is reproduced.
土壌空隙中の空気及び水の構成比は、1回の散水流量、
散水時間及び散水の間隔によって任意に設定することが
でき、例えば日本の平均的な降雨による埋設環境を再現
するためには、日本の年平均降水量を日割リした水量を
シャワー3で毎日牧水すれば良いし、砂漠の埋設環境を
再現するためには、降雨による水の供給がないのでシャ
ワー3による散水を中止すれば良い。The composition ratio of air and water in soil voids is determined by the flow rate of one watering,
The watering time and the watering interval can be set arbitrarily.For example, in order to reproduce the buried environment due to average rainfall in Japan, the amount of water calculated by the annual average rainfall in Japan should be watered every day in Shower 3. In order to reproduce the desert burial environment, it is sufficient to stop watering by shower 3 since there is no rain water supply.
また、地下水面以下では土壌空隙は総て水で満たされて
いるので、空隙中の水が蒸発しないようシャワー3の1
回の散水流量、散水時間及び散水の間隔を設定し、余剰
となった水は上水弁6を閉じた状態で才一バーフロー・
トレイ4から排出させ、その環境を再現する。In addition, since all soil voids are filled with water below the groundwater level, shower 3 is
Set the water sprinkling flow rate, watering time, and watering interval, and use the Saiichi bar flow with the water valve 6 closed to dispose of excess water.
The environment is reproduced by discharging the paper from the tray 4.
地下水面の位置はオーバーフロー・トレイ4の試験糟1
への取り付け高さによって任意に設定でき、例えば地下
水面の位置が被覆漠管12に対して変動するような埋設
環境を再現するためには、その状況に従って逐次オーバ
ーフロー・トレイ4の取り付け高さを変えれば良い。こ
の際地下水面の位置は観測用窓5より観察できる。The location of the groundwater table is in test chamber 1 of overflow tray 4.
The mounting height of the overflow tray 4 can be set arbitrarily depending on the mounting height of the overflow tray 4. For example, in order to reproduce a buried environment where the position of the ground water table changes with respect to the covered pipe 12, the mounting height of the overflow tray 4 can be set sequentially according to the situation. Just change it. At this time, the position of the groundwater table can be observed through the observation window 5.
被1!濶管l2の耐久寿命を短時間で推定するには、同
一の埋設環境を保持した試験槽1を少なくとも3台以上
用い、各々に埋め込んだ被覆謳管12の温度を、それの
実使用温度以上被覆材料がその形状を保てなくなる温度
(例えば有機高分子材料であれば融点)以■の範囲内で
各々設定し耐久寿命を求めれば良い。Covered 1! In order to estimate the durable life of the pipe 12 in a short time, use at least three test tanks 1 that have the same buried environment, and set the temperature of the covered pipe 12 embedded in each test tank 12 to a temperature higher than the actual operating temperature. The durability life may be calculated by setting each temperature within a range below the temperature at which the coating material cannot maintain its shape (for example, the melting point in the case of an organic polymer material).
[発明の効果]
以−ト説明したように本発明装置を使用することにより
、装置か小撃で埋設環境下での被覆鋼管等土中埋設物の
劣化及び腐食状況を頻繁に観察するのか容易であること
、様々な埋設環境が再現できること、短時間で耐久寿命
が推定できることなどの効果を奏する。[Effects of the Invention] As explained above, by using the device of the present invention, it is easy to frequently observe the deterioration and corrosion of coated steel pipes and other objects buried in the ground in a buried environment by using small strikes from the device. It has the following advantages: it is possible to reproduce various buried environments, and its durability can be estimated in a short period of time.
第1図は本発明土中環境試験装置の断面説明図、第2図
は従来の埋設環境下での被覆鋼管の耐久寿命を求める方
法の説明図である。FIG. 1 is an explanatory cross-sectional view of the soil environment testing device of the present invention, and FIG. 2 is an explanatory view of a conventional method for determining the durable life of a coated steel pipe in a buried environment.
Claims (1)
試験槽(1)の上部に水を供給するシャワー(3)、側
面に余剰水を排出するオーバーフロー・トレイ(4)及
び観測用窓(5)、下部に上水弁(6)付き排水口(7
)を備えたことを特徴とする土中環境試験装置。 2、試験槽(1)の内部にヒーター(11)を設けたこ
とを特徴とする特許請求の範囲第1項記載の土中環境試
験装置。[Claims] 1. A shower (3) that supplies water to the top of the test tank (1) with an open top that can be filled with soil (2) that will serve as the burial environment, and an overflow tray (3) that discharges excess water to the side. 4), an observation window (5), and a drain port (7) with a water valve (6) at the bottom.
) A soil environment testing device characterized by comprising: 2. The soil environment testing device according to claim 1, characterized in that a heater (11) is provided inside the test tank (1).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10918289A JPH0648241B2 (en) | 1989-05-01 | 1989-05-01 | Underground environment test equipment |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP10918289A JPH0648241B2 (en) | 1989-05-01 | 1989-05-01 | Underground environment test equipment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH02291945A true JPH02291945A (en) | 1990-12-03 |
JPH0648241B2 JPH0648241B2 (en) | 1994-06-22 |
Family
ID=14503728
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP10918289A Expired - Lifetime JPH0648241B2 (en) | 1989-05-01 | 1989-05-01 | Underground environment test equipment |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0648241B2 (en) |
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007271541A (en) * | 2006-03-31 | 2007-10-18 | Tokiko Techno Kk | Corrosion diagnosis device of underground embedded structure, and corrosion diagnostic method |
JP2016224001A (en) * | 2015-06-03 | 2016-12-28 | 日本電信電話株式会社 | Testing device and method for testing |
JP2017072592A (en) * | 2015-10-06 | 2017-04-13 | 新日鐵住金株式会社 | Test tank, test device and test method |
JP2017090399A (en) * | 2015-11-17 | 2017-05-25 | 日本電信電話株式会社 | Test device and test method |
JP2017215300A (en) * | 2016-06-02 | 2017-12-07 | 日本電信電話株式会社 | Soil corrosion test apparatus and test method thereof |
CN107907662A (en) * | 2017-12-15 | 2018-04-13 | 东北林业大学 | A kind of multifunctional earth model assay systems and method |
JP2018091740A (en) * | 2016-12-05 | 2018-06-14 | 日本電信電話株式会社 | Corrosion amount estimation device and method thereof |
JP2019100755A (en) * | 2017-11-29 | 2019-06-24 | 日本電信電話株式会社 | Corrosion amount estimation device and method therefor |
JP2019203807A (en) * | 2018-05-24 | 2019-11-28 | 日本電信電話株式会社 | Corrosion rate estimation apparatus and method thereof |
WO2020230183A1 (en) * | 2019-05-10 | 2020-11-19 | 日本電信電話株式会社 | Corrosiveness prediction device and method |
-
1989
- 1989-05-01 JP JP10918289A patent/JPH0648241B2/en not_active Expired - Lifetime
Cited By (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007271541A (en) * | 2006-03-31 | 2007-10-18 | Tokiko Techno Kk | Corrosion diagnosis device of underground embedded structure, and corrosion diagnostic method |
JP2016224001A (en) * | 2015-06-03 | 2016-12-28 | 日本電信電話株式会社 | Testing device and method for testing |
JP2017072592A (en) * | 2015-10-06 | 2017-04-13 | 新日鐵住金株式会社 | Test tank, test device and test method |
JP2017090399A (en) * | 2015-11-17 | 2017-05-25 | 日本電信電話株式会社 | Test device and test method |
JP2017215300A (en) * | 2016-06-02 | 2017-12-07 | 日本電信電話株式会社 | Soil corrosion test apparatus and test method thereof |
JP2018091740A (en) * | 2016-12-05 | 2018-06-14 | 日本電信電話株式会社 | Corrosion amount estimation device and method thereof |
JP2019100755A (en) * | 2017-11-29 | 2019-06-24 | 日本電信電話株式会社 | Corrosion amount estimation device and method therefor |
CN107907662A (en) * | 2017-12-15 | 2018-04-13 | 东北林业大学 | A kind of multifunctional earth model assay systems and method |
JP2019203807A (en) * | 2018-05-24 | 2019-11-28 | 日本電信電話株式会社 | Corrosion rate estimation apparatus and method thereof |
WO2019225727A1 (en) * | 2018-05-24 | 2019-11-28 | 日本電信電話株式会社 | Corrosion rate estimating device and method |
WO2020230183A1 (en) * | 2019-05-10 | 2020-11-19 | 日本電信電話株式会社 | Corrosiveness prediction device and method |
JPWO2020230183A1 (en) * | 2019-05-10 | 2020-11-19 |
Also Published As
Publication number | Publication date |
---|---|
JPH0648241B2 (en) | 1994-06-22 |
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