JP3713603B2 - Method and apparatus for monitoring injection status of injection solution - Google Patents
Method and apparatus for monitoring injection status of injection solution Download PDFInfo
- Publication number
- JP3713603B2 JP3713603B2 JP32787995A JP32787995A JP3713603B2 JP 3713603 B2 JP3713603 B2 JP 3713603B2 JP 32787995 A JP32787995 A JP 32787995A JP 32787995 A JP32787995 A JP 32787995A JP 3713603 B2 JP3713603 B2 JP 3713603B2
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- JP
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- Prior art keywords
- injection
- electrode
- monitoring
- electrodes
- solution
- 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.)
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- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Description
【0001】
【発明の属する技術分野】
本発明は、例えば、鋼管杭等による基礎工法等における、セメントミルクや薬液等の注入液の注入状況を監視する方法および装置に関する。
【0002】
【従来の技術】
一般に、鋼管杭による基礎工法は、予めアースオーガ等により地盤を削孔して、その中に鋼管杭を打設する工法、或いは鋼管杭内にアースオーガをセットして中空部を掘削しながら鋼管杭を沈設させる工法であるが、鋼管杭と地盤との間隙に起因する杭の支持力低下を補うために、この間隙内にセメントミルク等の注入液を充填する。
【0003】
ところで、上記鋼管杭と地盤との間隙には、通常、泥水が充満しているため、これより比重の大きいセメントミルクを注入する際に、その液面すなわち注入状況を監視することが困難であった。
【0004】
これを解決するため、従来、図5に示すように、セメントミルクMの注入孔H内に電気伝導度計あるいは金属電極Pを差し入れて、セメントミルクMや泥水Dやこれらの混合液MDに応じて測定された電気伝導度をケーブルKを介して地上のデーターロガRにより計測する方法および装置があった。
【0005】
【発明が解決しようとする課題】
しかしながら、上記従来の計測方法および装置は、交流の電流を使用するために、測定機器が高価になり、適度な測定周波数の決定等の開発に時間を要するだけでなく、必要ならびにケーブル長のセンサーの製作にも時間がかかる等の問題点があった。
【0006】
本発明は上記従来の課題を解決するためになされたもので、その目的とするところは、安価な電極を使用することができると共に、確実かつ高精度の測定が可能で、作業能率を向上せしめることのできる注入液の注入状況監視方法および装置を提供することにある。
【0007】
【課題を解決するための手段】
本発明の注入液の注入状況監視方法は、地盤に削孔した空間内に複数の電極を上下方向に適宜間隔をあけて配置し、該空間内にセメントミルクなどのように強アルカリ性の注入液を注入すると共に、その液面上昇に伴って、各電極間の電位差の変化を測定することにより、注入状況を監視することを特徴とする。上記電極が、亜鉛電極、マグネシウム電極などの金属電極または炭素電極であり、また、上記電位差の変化をモニターにより監視することも特徴とする。
【0008】
本発明の注入液の注入状況監視装置は、地盤に削孔した空間内に注入するセメントミルクなどのような強アルカリ性の注入液の注入状況を監視する装置において、非伝導性の棒材と、該棒材に沿って上下方向に適宜間隔をあけて配置されると共に、注入液面の上昇に伴って、電位差の変化を測定する複数の電極と、各電極に接続されるリード線から成るセンサーと各リード線の他端部に接続されたデータロガと、から構成されたことを特徴とする。上記電極が、亜鉛電極、マグネシウム電極などの金属電極または炭素電極であり、また、上記データーロガにモニターを接続することも特徴とする。
【0009】
【発明の実施の形態】
以下、本発明の一実施例について図面を参照しながら説明する。
図1において、1は鋼管杭であって、地盤2に掘削された削孔2a中に打ち込まれている。これらの鋼管杭1と削孔2aの壁面との間隙Gに注入管3を差し入れて、セメントミルクMを注入する。
【0010】
4はセンサーであって、セメントミルクM等の強アルカリに対して充分な接触電位を呈する亜鉛等の複数の電極4a(本実施例では3個)と、これらの複数の電極4aを適宜位置に配置して取り付け支持する非導電性の棒材4bと、上記複数の電極4aに接続されたケーブル4cと、から構成されている。
【0011】
上記電極4aは、亜鉛電極に限定するものではないが、注入液に種類に応じて充分な接触電位を呈する金属材料が好ましい。上記ケーブル4cは、データーロガ5に連絡されている。6はモニターである。
【0012】
上記センサー4は、例えば、図2に示すように、塩化ビニール製の中空パイプから成る棒材4bに巻き付けるように取り付けられていて、該棒材4bの中空内に配線されたケーブル4cの心線に接続されている。
【0013】
従って、上記注入管3から間隙G内にセメントミルクMを注入すると、やがて、該セメントミルクMの液面が上昇して、上記センサー4部分に達する。
【0014】
図3に示すように、セメントミルクMの注入作業の進行に伴って、まず最下部の電極4aがセメントミルクM内に浸漬されると、中間の電極4a′がセメントミルクMと泥水Dとの混合層MDに位置し、さらに、上部の電極4a″が泥水D内に浸漬されるようになる。このような状況のもとで、図1に示すように、上記電極4aと4a′との電位差V1と、電極4a′と4a″との電位差V2とを、上記データーロガ5により測定すると、図4に示すように、それぞれの電位差V1およびV2が変化する。
【0015】
【発明の効果】
1)センサーとなる電極が安価であるため、使い捨てが可能となる。そのため、センサーの耐久性を考慮する必要がなく、システム全体をより安価に提供することが可能となる。
2)現場作業において、センサーの回収作業の手間が省け、作業能率を向上せしめることができる。
3)高密度な測定が可能となり、より確実な測定を期待することができる。
4)直流電圧を使用するため、ケーブルの長さを自由に調節することができる。
5)センサーが浮力で浮き上がる恐れがなく、安定した測定が可能となる。
【図面の簡単な説明】
【図1】本発明の一実施例を示す説明図である。
【図2】センサーの一実施例を示す構造説明図である。
【図3】測定状態を示す説明図である。
【図4】注入経過時間と電位差との関係を示すグラフである。
【図5】従来の測定方法および装置の説明図である。
【符号の説明】
1 鋼管杭
2 地盤
3 削孔
4 センサー
4a、4a′、4a″電極
4b 棒材
4c ケーブル
5 データーロガ
6 モニター
D 泥水
G 間隙
M セメントミルク[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method and an apparatus for monitoring an injection state of an injection solution such as cement milk or a chemical solution in a foundation method using a steel pipe pile or the like.
[0002]
[Prior art]
Generally, the foundation method using a steel pipe pile is a method of drilling the ground in advance with an earth auger, etc., and placing the steel pipe pile in it, or setting the earth auger in the steel pipe pile and drilling the hollow part In this method, the piles are sunk. In order to compensate for the decrease in pile bearing capacity caused by the gap between the steel pipe pile and the ground, the gap is filled with an injection solution such as cement milk.
[0003]
By the way, since the gap between the steel pipe pile and the ground is usually filled with muddy water, it is difficult to monitor the liquid level, that is, the injection state when injecting cement milk having a higher specific gravity. It was.
[0004]
In order to solve this, conventionally, as shown in FIG. 5, an electric conductivity meter or a metal electrode P is inserted into the injection hole H of the cement milk M, and according to the cement milk M, the muddy water D, or a mixed liquid MD thereof. There was a method and apparatus for measuring the measured electrical conductivity with the ground data logger R via the cable K.
[0005]
[Problems to be solved by the invention]
However, the above-described conventional measurement method and apparatus use alternating current, so that the measurement equipment becomes expensive, and it takes time to develop an appropriate measurement frequency, etc. There were also problems such as that it took time to produce.
[0006]
The present invention has been made to solve the above-described conventional problems. The object of the present invention is to be able to use an inexpensive electrode and to perform reliable and highly accurate measurement to improve work efficiency. An object of the present invention is to provide a method and an apparatus for monitoring an injection state of an injection solution.
[0007]
[Means for Solving the Problems]
In the method for monitoring the injection state of the injection liquid of the present invention , a plurality of electrodes are arranged at appropriate intervals in the vertical direction in a space drilled in the ground, and a strong alkaline injection liquid such as cement milk is placed in the space. The injection state is monitored by measuring the change in potential difference between the electrodes as the liquid level rises . The electrode is a metal electrode such as a zinc electrode or a magnesium electrode, or a carbon electrode, and the change in the potential difference is monitored by a monitor.
[0008]
The injection state monitoring device of the injection solution of the present invention is a device for monitoring the injection state of a strong alkaline injection solution such as cement milk injected into the space drilled in the ground , a non-conductive rod, A sensor comprising a plurality of electrodes that are arranged at appropriate intervals in the vertical direction along the bar, and that measure a change in potential difference as the injection liquid level rises, and lead wires connected to the electrodes. And a data logger connected to the other end of each lead wire. The electrode is a metal electrode such as a zinc electrode or a magnesium electrode, or a carbon electrode, and a monitor is connected to the data logger.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, an embodiment of the present invention will be described with reference to the drawings.
In FIG. 1, reference numeral 1 denotes a steel pipe pile, which is driven into a hole 2 a excavated in the
[0010]
[0011]
The
[0012]
For example, as shown in FIG. 2, the
[0013]
Therefore, when cement milk M is injected into the gap G from the
[0014]
As shown in FIG. 3, when the
[0015]
【The invention's effect】
1) Since the electrode serving as the sensor is inexpensive, it can be disposable. Therefore, it is not necessary to consider the durability of the sensor, and the entire system can be provided at a lower cost.
2) In the field work, the labor of collecting the sensor can be saved and the work efficiency can be improved.
3) High-density measurement is possible, and more reliable measurement can be expected.
4) Since a DC voltage is used, the length of the cable can be freely adjusted.
5) There is no fear that the sensor will be lifted by buoyancy, and stable measurement is possible.
[Brief description of the drawings]
FIG. 1 is an explanatory view showing an embodiment of the present invention.
FIG. 2 is a structural explanatory view showing an embodiment of a sensor.
FIG. 3 is an explanatory diagram showing a measurement state.
FIG. 4 is a graph showing the relationship between injection elapsed time and potential difference.
FIG. 5 is an explanatory diagram of a conventional measuring method and apparatus.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP32787995A JP3713603B2 (en) | 1995-11-24 | 1995-11-24 | Method and apparatus for monitoring injection status of injection solution |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP32787995A JP3713603B2 (en) | 1995-11-24 | 1995-11-24 | Method and apparatus for monitoring injection status of injection solution |
Publications (2)
Publication Number | Publication Date |
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JPH09143993A JPH09143993A (en) | 1997-06-03 |
JP3713603B2 true JP3713603B2 (en) | 2005-11-09 |
Family
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Application Number | Title | Priority Date | Filing Date |
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JP32787995A Expired - Fee Related JP3713603B2 (en) | 1995-11-24 | 1995-11-24 | Method and apparatus for monitoring injection status of injection solution |
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JP (1) | JP3713603B2 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105113499B (en) * | 2015-10-23 | 2017-03-22 | 河海大学 | Test system and method for detecting cement content of pile body of cement stirring pile in real time |
JP7238484B2 (en) * | 2019-03-06 | 2023-03-14 | 株式会社大林組 | Concrete placement management method |
-
1995
- 1995-11-24 JP JP32787995A patent/JP3713603B2/en not_active Expired - Fee Related
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JPH09143993A (en) | 1997-06-03 |
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