JP3965505B2 - Underground air survey method and apparatus - Google Patents

Underground air survey method and apparatus Download PDF

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Publication number
JP3965505B2
JP3965505B2 JP2001297719A JP2001297719A JP3965505B2 JP 3965505 B2 JP3965505 B2 JP 3965505B2 JP 2001297719 A JP2001297719 A JP 2001297719A JP 2001297719 A JP2001297719 A JP 2001297719A JP 3965505 B2 JP3965505 B2 JP 3965505B2
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Japan
Prior art keywords
container
air
underground
underground air
outer container
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JP2001297719A
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JP2003106959A (en
Inventor
木 喜 計 鈴
藤 哲 哉 遠
川 正 行 小
里 武 司 万
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Koken Boring Machine Co Ltd
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Koken Boring Machine Co Ltd
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Priority to JP2001297719A priority Critical patent/JP3965505B2/en
Priority to PCT/JP2002/009942 priority patent/WO2003029782A1/en
Publication of JP2003106959A publication Critical patent/JP2003106959A/en
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Description

【0001】
【発明の属する技術分野】
本発明は、地盤の比較的表層の地質汚染調査の地下空気調査方法及び装置に関する。
【0002】
【従来の技術】
地盤の比較的表層の地質汚染調査方法には、これまで掘削した掘削孔に地下空気採取管やガス検知管を挿入して地下空気を採取する地下空気調査方法や、大気を直接吸引するガス調査方法はあるが、多層室からなる容器を接地し、容器内を負圧にして地下空気を吸引する本発明のような特徴を有する原位置地下空気調査方法はない。
【0003】
【発明が解決しようとする課題】
このような従来の技術には次のような欠点があった。
(1)掘削孔を利用しての地下空気吸引は、原位置でのボーリングが必要であり、施工開始から調査完了までの時間が長く、ボーリング費用も含め非常に不経済であるとともに、原位置における破壊試験であり、環境負荷が高い。
簡易打込み器で採取孔を作る場合も、規模には差があるが、同様の短所がある。
(2)掘削孔を利用しての地下空気吸引は、所定の深度までの掘削後のドリルロッドの抜管が必要であり、その際、孔内への大気の流入によって地下空気が撹乱し適切な調査を行うことができない。
【0004】
(3)掘削孔を利用しての地下空気吸引による方法は、平面的には孔直径φ100mm程度の面積から揮発性ガスなどを含む地下空気を採取するものであり、簡易打込み器で採取孔を作る場合は、孔直径φ10mm程度と非常に面積が小さい。このため、「点」的な評価面積となり、広大な工場敷地などでの地質汚染源を特定する際、多くの個所での掘削調査が必要となる。
(4)大気を直接吸引するガス調査方法は、風等による流動があり、汚染源を特定できない。
【0005】
本発明の目的は、上記従来の問題点を解決すべく、ボーリングなど高コストで原位置の破壊を伴う工程を省略するとともに、任意の箇所で、低コストで簡便かつ短時間に確実な地質汚染調査ができる地下空気調査方法及び装置を提供することにある。
【0006】
【課題を解決するための手段】
本発明は、前記問題を解決するために、開口部を有する採取容器を伏臥状態で地上面に設置し、採取容器内を大気圧よりも低圧にして地下空気を採取容器内に採取して調査する方法であって、前記採取容器を外側容器及び内側容器からなる少なくとも2重構造とし、流入外気と流入外気に撹乱された地下空気を内側容器の外面と外側容器の内面とがなす空間から外部に放出し、流入外気に撹乱されない地下空気を内側容器の内部に採取して調査することを特徴とする。
【0007】
また、開口部を有する採取容器を伏臥状態で地上面に設置し、採取容器内を大気圧よりも低圧にして地下空気を採取容器内に採取して調査する装置であって、前記採取容器が、外気との圧力差を維持するとともに流入外気と流入外気に撹乱された地下空気を外部に放出可能となっている外側容器と、流入外気と混合されない地下空気を採取する内側容器とを有した少なくとも2重構造となっていることを特徴とする。
【0008】
また、前記外側容器の内部と連通する連通孔が前記内側容器に形成されており、前記外側容器が減圧手段に連結されて、外気との圧力差が維持されていることを特徴とする。
【0009】
また、少なくとも前記外側容器の内部と外気とを遮断するシール手段が外側容器に設けられていることを特徴とする。
【0010】
また、前記シール手段は、外側容器の開口部の外周縁の全面に取付けられた弾性材であることを特徴とする。
【0011】
また、前記シール手段は、外側容器の開口部から地中に押込めらた筒状のシール筒体であることを特徴とする。
【0012】
また、前記内側容器内地下空気を吸引して採取するガス採取管が挿通可能な地下空気採取孔が、前記内側容器及び外側容器に形成されていることを特徴とする。
【0013】
【発明の実施の形態】
以下、本発明の好ましい一実施の形態について、添付図面を参照し詳細に説明する。
本発明の一実施の形態による地下空気調査装置は、図1に図示したように、開口部1aを有する採取容器1を伏臥状態で地上面Gに設置し、採取容器1内を大気圧よりも低圧にして地下空気10を採取容器1内に採取して調査する装置であって、採取容器1が、外気との圧力差を維持するとともに流入外気11と流入外気11に撹乱された地下空気10(混合空気12)を外部に放出可能となっている外側容器2と、流入外気11と混合されない地下空気10を採取する内側容器3とを有した少なくとも2重構造となっている。
【0014】
外側容器2の内部と外気とを遮断するシール手段2bが外側容器2に設けられている。
さらに、内側容器3の内部と外側容器2の内部とを遮断するシール手段3bが内側容器3に設けられていることが望ましい。
シール手段2b及び3bは、外側容器2及び内側容器3の開口部2a及び3aの外周縁の全面に取付けられて、地上面Gの凸凹に倣って密着してシール機能を有するゴムまたは高分子材料などの弾性材である。
【0015】
また、本発明の他の実施の形態によるシール手段2b及び3bは、図示しないが、外側容器2及び内側容器3の開口部2a及び3aから地中に適宜の深さに押込められてシール機能を有する筒状のシール筒体であってもよい。
【0016】
外側容器2及び内側容器3は、内部が大気圧より低く維持される一種の低真空容器のため、座屈強度に優れる薄肉軽量な略球面タンク構造に形成されるのが最もよい。
外側容器2及び内側容器3には、図2に示すように、内側容器3内(内側容器内部3d)の地下空気10を吸引して採取するガス採取管6が、気密に挿通可能な地下空気採取孔2d及び3cが形成されている。
【0017】
そして、図1に示すように、外側容器2が頂上部に設けられた排気孔2cに連結された排気管5aを介して真空ポンプなどの減圧手段5に連結されて、減圧手段5により採取容器1の内部の空気が排出され外気との圧力差(負圧)が維持されている。
減圧手段5により採取容器1の内部の空気が排出される時は、ガス採取管6が抜取られており、外側容器2の地下空気採取孔2dはプラグなどの栓部材7により密閉されているとともに、内側容器3の地下空気採取孔3cは、外側容器2の内部と連通する連通孔となっている。
【0018】
次に、以上説明した本発明の地下空気調査装置を使用して、所定の原位置で地下空気を採取する地下空気調査方法について、図1乃至図3を参照して説明する。
【0019】
減圧手段5は、図1に示すように、排気管5aに設けられた圧力計8からの圧力信号を受けてコントローラ9により運転制御され、図3に模式的に示すように、採取容器1内の圧力20とその圧力保持時間とを任意に設定できる。
【0020】
採取容器1内の圧力は、図1に模式的に示すように、外側容器2のシール手段2bの近辺から流入外気11の影響により大気圧より漸減する傾斜状を有する負圧の圧力分布20を示す。
【0021】
したがって、外側容器2のシール手段2bの近辺からの流入外気11は、地下空気10との混合空気12となり、内側容器3の外面と外側容器2の内面との間の空間部4を流路として、減圧手段5により外側容器2の排気孔2cから外部に放出される。
一方、内側容器内部3dには、流入外気11と混合されない状態で地下空気10が貯留されるよう、内側容器内部3dは外側容器2より充分小さめに設定される。
内側容器3dの大きさは、原位置での地質汚染調査対象地面の広さや運搬及び取扱い性等を考慮し、減圧手段5の規模にもよるが、例えば、直径φ300mm以上を容易に実現できる。
【0022】
その後、図2に示すように、外側容器2及び内側容器3の地下空気採取孔2d及び3c内にガス採取管6を挿通して、内側容器内部3dの地下空気10を流入外気11と混合されない状態で吸引して採取する。
【0023】
ガス採取管6は、図示しないが、先端から空気(ガス)を吸引するガス吸引孔を有するガス検知管とすることが望ましい。
ガス検知管は、公知のものであり詳細な説明は省略するが、検知管とステンレス製の導管などを介して連結されるとともに空気(ガス)を吸引する真空式の定量ポンプを備えた気体採取セットに連結するフレキシブルチューブなどからなる延長採取管から構成されている。
【0024】
【発明の効果】
以上、詳細に説明した本発明によれば、下記のような従来にない優れた効果を奏する。
(1)掘削孔を利用しての従来の地下空気吸引に比べ、高コストで原位置における破壊を伴うボーリング工程が省略できる。このため、低コストで簡便かつ短時間に確実な地質汚染調査ができる。
(2)内側容器には、大気の流入がなく、撹乱のない地下空気を採取できるため、確実な地質汚染調査ができる。
(3)内側容器3dの直径をφ300mm以上に容易に実現でき、従来の孔直径φ10〜100mm程度の掘削孔と比べ、900〜9倍以上の面積となり、広大な工場敷地などでの地質汚染源を「面評価」として特定する際に、従来の調査方法に比べて調査個所を大幅に削減でき、非常に効率的である。
【0025】
(4)大気を直接吸引するガス調査方法に比べ、風等による流動に影響されないため、確実な地質汚染調査ができる。
【図面の簡単な説明】
【図1】本発明の一実施の形態による地下空気調査方法及び装置の概念を示す縦断面図である。
【図2】本発明の一実施の形態による地下空気調査方法及び装置の概念を示す一部縦断面図である。
【図3】本発明の一実施の形態による地下空気調査方法における採取容器内の圧力変化と工程を模式的に示した操作線図である。
【符号の説明】
1 採取容器
1a、2a、3a 開口部
2 外側容器
2b、3b シール手段
2c 排気孔
2d 地下空気採取孔
3 内側容器
3a 通気流路
3c 地下空気採取孔(連通孔)
3d 内側容器内部
4 外側容器内空間
5 減圧手段
5a 排気管
6 ガス採取管
6a 開口部
7 栓部材
8 圧力計
9 コントローラ
10 地下空気
11 流入外気
12 混合空気
20 地中負圧分布線
G 地上面
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to an underground air survey method and apparatus for surveying geological contamination of a relatively surface layer of the ground.
[0002]
[Prior art]
Methods for investigating geological contamination of the relatively surface layer of the ground include underground air sampling methods that collect underground air by inserting underground air sampling tubes and gas detection tubes into the excavated holes, and gas surveys that directly suck the atmosphere. Although there is a method, there is no in-situ underground air survey method having the characteristics as in the present invention in which the ground air is sucked by grounding the container composed of the multi-layered chamber and making the inside of the container have a negative pressure.
[0003]
[Problems to be solved by the invention]
Such conventional techniques have the following drawbacks.
(1) Ground air suction using a drilling hole requires in-situ boring, requires a long time from the start of construction to completion of the survey, and is very uneconomical, including boring costs. This is a destructive test with a high environmental impact.
Even when making a sampling hole with a simple driving device, there are differences in scale, but there are similar disadvantages.
(2) Ground air suction using a drilling hole requires extubation of the drill rod after excavation to a predetermined depth. At that time, the underground air is disturbed by the inflow of air into the hole, The investigation cannot be performed.
[0004]
(3) The ground air suction method using the excavation hole is to collect ground air containing volatile gas from an area with a hole diameter of about φ100 mm in plan view. When making, the area is very small with a hole diameter of about φ10 mm. For this reason, it becomes a “spot” evaluation area, and it is necessary to conduct excavation surveys at many locations when identifying a geological contamination source in a vast factory site.
(4) The gas survey method that directly sucks in the atmosphere has a flow due to wind or the like, and the source of contamination cannot be specified.
[0005]
The object of the present invention is to solve the above-mentioned conventional problems by omitting a high-cost and in-situ destruction process such as boring, and at a low cost, easily and reliably in a short time. An object of the present invention is to provide an underground air survey method and apparatus capable of surveying.
[0006]
[Means for Solving the Problems]
In order to solve the above-mentioned problem, the present invention is to investigate by installing a collection container having an opening on the ground surface in a prone state and collecting the underground air in the collection container at a pressure lower than atmospheric pressure. The sampling container has at least a double structure consisting of an outer container and an inner container, and the ground air disturbed by the inflowing outside air and the inflowing outside air is exposed from the space formed by the outer surface of the inner container and the inner surface of the outer container. It is characterized by collecting and investigating underground air that is not disturbed by inflowing outside air into the inner container.
[0007]
In addition, an apparatus for surveying by collecting a ground container in the collection container by setting a collection container having an opening on the ground surface in a prone state and setting the interior of the collection container to a pressure lower than atmospheric pressure, the collection container comprising: The outer container that maintains the pressure difference with the outside air and that can discharge the ground air disturbed by the inflowing outside air and the outside air and the inner container that collects the ground air that is not mixed with the inflowing outside air. It is characterized by at least a double structure.
[0008]
In addition, a communication hole that communicates with the inside of the outer container is formed in the inner container, and the outer container is connected to a decompression unit to maintain a pressure difference from the outside air.
[0009]
Further, the outer container is provided with sealing means for blocking at least the inside of the outer container and the outside air.
[0010]
The sealing means may be an elastic material attached to the entire outer peripheral edge of the opening of the outer container.
[0011]
Further, the sealing means is a cylindrical sealing cylinder pressed into the ground from the opening of the outer container.
[0012]
In addition, an underground air sampling hole into which a gas sampling tube for sucking and sampling the underground air in the inner container can be inserted is formed in the inner container and the outer container.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, a preferred embodiment of the present invention will be described in detail with reference to the accompanying drawings.
As shown in FIG. 1, the underground air survey device according to the embodiment of the present invention is configured such that a sampling container 1 having an opening 1 a is placed on the ground surface G in a prone state, and the inside of the sampling container 1 is under atmospheric pressure. An apparatus for collecting and investigating underground air 10 in a collection container 1 at a low pressure, wherein the collection container 1 maintains a pressure difference from the outside air and is disturbed by the inflowing outside air 11 and the inflowing outside air 11. It has at least a double structure including an outer container 2 that can discharge (mixed air 12) to the outside and an inner container 3 that collects underground air 10 that is not mixed with the inflowing outside air 11.
[0014]
The outer container 2 is provided with sealing means 2b for blocking the inside of the outer container 2 from the outside air.
Furthermore, it is desirable that the inner container 3 is provided with a sealing means 3b that shuts off the inside of the inner container 3 and the inside of the outer container 2.
The sealing means 2b and 3b are rubber or polymer materials which are attached to the entire outer peripheral edges of the openings 2a and 3a of the outer container 2 and the inner container 3 and closely adhere to the unevenness of the ground surface G and have a sealing function. Elastic material.
[0015]
Further, although not shown, the sealing means 2b and 3b according to another embodiment of the present invention are pushed into the ground from the openings 2a and 3a of the outer container 2 and the inner container 3 to an appropriate depth, and have a sealing function. It may be a cylindrical seal cylinder having
[0016]
The outer container 2 and the inner container 3 are a kind of low-vacuum container in which the inside is maintained at a pressure lower than the atmospheric pressure. Therefore, the outer container 2 and the inner container 3 are best formed in a thin and light, substantially spherical tank structure with excellent buckling strength.
As shown in FIG. 2, the outer container 2 and the inner container 3 have a gas sampling pipe 6 that sucks and collects the underground air 10 in the inner container 3 (inner container interior 3 d), so that the underground air can be inserted in an airtight manner. Sampling holes 2d and 3c are formed.
[0017]
As shown in FIG. 1, the outer container 2 is connected to a decompression means 5 such as a vacuum pump through an exhaust pipe 5a connected to an exhaust hole 2c provided at the top, and the collection container is connected by the decompression means 5. 1 is discharged and the pressure difference (negative pressure) from the outside air is maintained.
When the air inside the collection container 1 is discharged by the decompression means 5, the gas collection pipe 6 is removed, and the underground air collection hole 2d of the outer container 2 is sealed by a plug member 7 such as a plug. The underground air sampling hole 3 c of the inner container 3 is a communication hole that communicates with the inside of the outer container 2.
[0018]
Next, an underground air investigation method for collecting underground air at a predetermined original position using the above-described underground air investigation device of the present invention will be described with reference to FIGS. 1 to 3.
[0019]
As shown in FIG. 1, the decompression means 5 receives the pressure signal from the pressure gauge 8 provided in the exhaust pipe 5a and is controlled by the controller 9, and as shown schematically in FIG. The pressure 20 and the pressure holding time can be arbitrarily set.
[0020]
As schematically shown in FIG. 1, the pressure in the collection container 1 has a negative pressure distribution 20 having a slope that gradually decreases from the atmospheric pressure due to the influence of the inflowing external air 11 from the vicinity of the sealing means 2 b of the outer container 2. Show.
[0021]
Therefore, the inflowing outside air 11 from the vicinity of the sealing means 2b of the outer container 2 becomes the mixed air 12 with the underground air 10, and the space portion 4 between the outer surface of the inner container 3 and the inner surface of the outer container 2 is used as a flow path. The pressure reducing means 5 discharges the air from the exhaust hole 2c of the outer container 2 to the outside.
On the other hand, the inner container interior 3d is set to be sufficiently smaller than the outer container 2 so that the underground air 10 is stored without being mixed with the inflowing outside air 11 in the inner container interior 3d.
The size of the inner container 3d can be easily realized, for example, with a diameter of 300 mm or more, though it depends on the size of the decompression means 5 in consideration of the size of the geological contamination investigation target ground at the original position, transportation and handling, etc.
[0022]
Thereafter, as shown in FIG. 2, the gas sampling pipe 6 is inserted into the underground air sampling holes 2 d and 3 c of the outer container 2 and the inner container 3, and the underground air 10 inside the inner container 3 d is not mixed with the inflowing outside air 11. Collect by aspiration in the state.
[0023]
Although not shown, the gas sampling tube 6 is preferably a gas detection tube having a gas suction hole for sucking air (gas) from the tip.
The gas detector tube is well known and will not be described in detail. However, the gas detector tube is connected to the detector tube via a stainless steel conduit and the like, and is equipped with a vacuum metering pump that sucks air (gas). It consists of an extended collection tube consisting of a flexible tube connected to the set.
[0024]
【The invention's effect】
As described above, according to the present invention described in detail, the following excellent effects are obtained.
(1) Compared to conventional underground air suction using a drilling hole, a boring process accompanied by destruction at the original position can be omitted at high cost. For this reason, it is possible to conduct a geological contamination survey easily and in a short time at a low cost.
(2) There is no inflow of air in the inner container, and undisturbed underground air can be collected, so a reliable geological contamination survey can be performed.
(3) The diameter of the inner container 3d can be easily realized to be 300 mm or more, and the area is 900 to 9 times larger than the existing excavation hole having a diameter of 10 to 100 mm. When specifying as “surface evaluation”, the number of survey points can be greatly reduced compared to conventional survey methods, which is very efficient.
[0025]
(4) Compared with the gas survey method that directly sucks in the air, it is not affected by the flow of wind and so on, so it is possible to conduct a reliable geological survey.
[Brief description of the drawings]
FIG. 1 is a longitudinal sectional view showing the concept of an underground air survey method and apparatus according to an embodiment of the present invention.
FIG. 2 is a partial longitudinal sectional view showing the concept of an underground air survey method and apparatus according to an embodiment of the present invention.
FIG. 3 is an operation diagram schematically showing a pressure change and a process in the collection container in the underground air survey method according to the embodiment of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Sampling container 1a, 2a, 3a Opening part 2 Outer container 2b, 3b Sealing means 2c Exhaust hole 2d Underground air sampling hole 3 Inner container 3a Aeration flow path 3c Underground air sampling hole (communication hole)
3d Inner vessel interior 4 Outer vessel space 5 Depressurizing means 5a Exhaust pipe 6 Gas sampling pipe 6a Opening 7 Plug member 8 Pressure gauge 9 Controller 10 Ground air 11 Inflowing outside air 12 Mixed air 20 Ground negative pressure distribution line G Ground surface

Claims (7)

開口部を有する採取容器を伏臥状態で地上面に設置し、採取容器内を大気圧よりも低圧にして地下空気を採取容器内に採取して調査する方法であって、
前記採取容器を外側容器及び内側容器からなる少なくとも2重構造とし、流入外気と流入外気に撹乱された地下空気を内側容器の外面と外側容器の内面とがなす空間から外部に放出し、流入外気に撹乱されない地下空気を内側容器の内部に採取して調査することを特徴とする地下空気調査方法。
A method of investigating by installing a collection container having an opening on the ground surface in a prone state, collecting the underground air in the collection container at a pressure lower than atmospheric pressure in the collection container,
The sampling container has at least a double structure composed of an outer container and an inner container, and the ground air disturbed by the inflowing outside air and the inflowing outside air is discharged to the outside from the space formed by the outer surface of the inner container and the inner surface of the outer container. An underground air survey method characterized by collecting and investigating underground air that is not disturbed by the inside of the inner container.
開口部を有する採取容器を伏臥状態で地上面に設置し、採取容器内を大気圧よりも低圧にして地下空気を採取容器内に採取して調査する装置であって、
前記採取容器が、外気との圧力差を維持するとともに流入外気と流入外気に撹乱された地下空気を外部に放出可能となっている外側容器と、
地下空気を流入外気と混合されない状態で採取する内側容器とを有した少なくとも2重構造となっていることを特徴とする地下空気調査装置。
A device for installing a sampling container having an opening on the ground surface in a prone state, collecting the underground air in a sampling container at a pressure lower than the atmospheric pressure, and investigating it,
The outer container, wherein the collection container maintains a pressure difference with the outside air and is capable of releasing the ground air disturbed by the inflowing outside air and the inflowing outside air to the outside;
An underground air survey apparatus having an at least double structure including an inner container for collecting underground air in a state where it is not mixed with inflowing outside air.
前記外側容器の内部と連通する連通孔が前記内側容器に形成されており、
前記外側容器が減圧手段に連結されて、外気との圧力差が維持されていることを特徴とする請求項2に記載の地下空気調査装置。
A communication hole communicating with the inside of the outer container is formed in the inner container,
The underground air survey device according to claim 2, wherein the outer container is connected to a decompression means to maintain a pressure difference from outside air.
前記外側容器の内部と外気とを遮断するシール手段が、少なくとも外側容器に設けられていることを特徴とする請求項2に記載の地下空気調査装置。The underground air survey device according to claim 2, wherein at least the outer container is provided with a sealing means for blocking the inside of the outer container from outside air. 前記シール手段は、外側容器の開口部の外周縁の全面に取付けられた弾性材であることを特徴とする請求項4に記載の地下空気調査装置。The underground air survey device according to claim 4, wherein the sealing means is an elastic material attached to the entire outer peripheral edge of the opening of the outer container. 前記シール手段は、外側容器の開口部から地中に押込めらた筒状のシール筒体であることを特徴とする請求項4に記載の地下空気調査装置。5. The underground air survey apparatus according to claim 4, wherein the sealing means is a cylindrical sealing cylinder that is pushed into the ground from the opening of the outer container. 前記内側容器内地下空気を吸引して採取するガス採取管が挿通可能な地下空気採取孔が、前記内側容器及び外側容器に形成されていることを特徴とする請求項2に記載の地下空気調査装置。The underground air survey according to claim 2, wherein a ground air sampling hole through which a gas sampling tube for sucking and collecting the underground air in the inner container can be inserted is formed in the inner container and the outer container. apparatus.
JP2001297719A 2001-09-27 2001-09-27 Underground air survey method and apparatus Expired - Lifetime JP3965505B2 (en)

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PCT/JP2002/009942 WO2003029782A1 (en) 2001-09-27 2002-09-26 Nondestructive method and device for investigating underground air, nondestructive method for controlling contamination of soil, and pressure partition used for the control

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