JP2668188B2 - In-ground groundwater pressure measuring device and in-ground groundwater pressure measuring method - Google Patents
In-ground groundwater pressure measuring device and in-ground groundwater pressure measuring methodInfo
- Publication number
- JP2668188B2 JP2668188B2 JP31260893A JP31260893A JP2668188B2 JP 2668188 B2 JP2668188 B2 JP 2668188B2 JP 31260893 A JP31260893 A JP 31260893A JP 31260893 A JP31260893 A JP 31260893A JP 2668188 B2 JP2668188 B2 JP 2668188B2
- Authority
- JP
- Japan
- Prior art keywords
- water pressure
- pressure gauge
- pipe
- ground
- water
- 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.)
- Expired - Lifetime
Links
- 239000003673 groundwater Substances 0.000 title claims description 58
- 238000000034 method Methods 0.000 title claims description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 190
- 239000000463 material Substances 0.000 claims description 29
- 238000009530 blood pressure measurement Methods 0.000 claims description 19
- 239000003566 sealing material Substances 0.000 claims description 15
- 238000009434 installation Methods 0.000 description 23
- 238000005259 measurement Methods 0.000 description 14
- 239000002184 metal Substances 0.000 description 9
- 230000007774 longterm Effects 0.000 description 6
- 239000004065 semiconductor Substances 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 238000001514 detection method Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 239000003822 epoxy resin Substances 0.000 description 4
- 230000035699 permeability Effects 0.000 description 4
- 229920000647 polyepoxide Polymers 0.000 description 4
- 238000011160 research Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 239000004746 geotextile Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- XUIMIQQOPSSXEZ-UHFFFAOYSA-N Silicon Chemical compound [Si] XUIMIQQOPSSXEZ-UHFFFAOYSA-N 0.000 description 1
- 230000005856 abnormality Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000012790 confirmation Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000013480 data collection Methods 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 229920006333 epoxy cement Polymers 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- LNEPOXFFQSENCJ-UHFFFAOYSA-N haloperidol Chemical compound C1CC(O)(C=2C=CC(Cl)=CC=2)CCN1CCCC(=O)C1=CC=C(F)C=C1 LNEPOXFFQSENCJ-UHFFFAOYSA-N 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 230000005405 multipole Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000000565 sealant Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 229910052710 silicon Inorganic materials 0.000 description 1
- 239000010703 silicon Substances 0.000 description 1
- 229910001220 stainless steel Inorganic materials 0.000 description 1
- 239000010935 stainless steel Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 230000002123 temporal effect Effects 0.000 description 1
- 229920002803 thermoplastic polyurethane Polymers 0.000 description 1
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Measuring Fluid Pressure (AREA)
Description
【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION
【０００１】[0001]
【産業上の利用分野】本発明は地盤内地下水圧測定装置
及び地盤内地下水圧測定方法に係り、特に１本のボーリ
ング観測孔内で多深度地点の地下水圧を確実に測定で
き、長期的信頼性の高い地盤内地下水圧測定装置及び地
盤内地下水圧測定方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a groundwater pressure measuring device in a ground and a groundwater pressure measuring method in a ground. Particularly, it is possible to reliably measure a groundwater pressure at a multi-depth point in one boring observation hole for long-term reliability. TECHNICAL FIELD The present invention relates to a groundwater pressure measuring device for ground and a groundwater pressure measuring method for ground.
【０００２】[0002]
【従来の技術】ダムや地すべり地帯における地盤内の地
下水圧分布とその経時的変化を正確に把握することは、
対象となる構造物の安全性や斜面の安定性を知る上で大
変重要である。また、地盤内の地下水圧分布は、対象と
なる地域において平面的な分布を示すほか、所定の地下
水測定点においても不透水層等の存在により深さ方向に
複数の帯水層内に被圧地下水が観測されることがある。
したがって、地下水圧測定においては平面的に関連をも
った複数の地下水圧観測孔を設けるとともに、１本の観
測孔においても多深度地点での地下水位を測定すること
が必要である。2. Description of the Related Art Accurately grasping the groundwater pressure distribution in the ground and its temporal change in a dam or a landslide area,
It is very important to know the safety of the target structure and the stability of the slope. In addition, the groundwater pressure distribution in the ground shows a planar distribution in the target area, and even at a specified groundwater measurement point, due to the presence of an impermeable layer, etc., pressure is applied to multiple aquifers in the depth direction. Groundwater may be observed.
Therefore, in the groundwater pressure measurement, it is necessary to provide a plurality of groundwater pressure observation holes that are two-dimensionally related to each other, and to measure the groundwater level at multiple depth points even in one observation hole.
【０００３】ところで、従来は観測孔の掘削に伴う孔内
水位の変化を経時的に追跡し、その地点での地下水位と
していた。しかし、この孔内水位の測定方法では深度方
向に複数の帯水層が存在した場合や長期的な地下水位変
化を正確に観測するのは困難であった。そこで、出願人
は共同で１本のボーリング観測孔内において、複数の地
下水圧測定点を設け、他の測定点の水圧の影響を受けず
に各測定点での地下水圧を測定できるようにした地盤内
地下水圧測定装置を提案している（特開平３−２７９５
１０号公報）。[0003] Conventionally, changes in the water level in the hole due to excavation of the observation hole have been tracked over time, and the groundwater level at that point has been determined. However, it is difficult to accurately measure long-term changes in the groundwater level when there are multiple aquifers in the depth direction or by using this method of measuring the water level in the borehole. Therefore, the applicant has jointly established a plurality of groundwater pressure measurement points in one borehole, so that the groundwater pressure at each measurement point can be measured without being affected by the water pressure at other measurement points. A groundwater pressure measuring device in the ground has been proposed (JP-A-3-2795).
No. 10).
【０００４】図５は出願人が既に提案した地盤内地下水
圧測定装置の設置例を示した縦断面図である。この地盤
内地下水圧測定装置の構成とその設置方法について図５
及び図６を参照して簡単に説明する。この地盤内地下水
圧測定装置５０は後述する水圧計５１を深さ方向に複数
個内蔵した鋼管パイプ５２（以下、本明細書ではこの鋼
管パイプを水圧計内蔵パイプと記す。）と、この水圧計
内蔵パイプ５２内の各水圧計５１に接続され、地上に導
出された信号線５３と、この信号線５３から送られてく
る各測定点での地下水圧データを計測、記録する記録計
５４（データロガ）とから構成されている。FIG. 5 is a longitudinal sectional view showing an example of installation of an underground ground water pressure measuring device proposed by the applicant. Fig. 5 shows the configuration of this underground water pressure measurement device and its installation method.
This will be briefly described with reference to FIG. The in-ground underground water pressure measuring device 50 includes a steel pipe 52 having a plurality of water pressure gauges 51 described below in the depth direction (hereinafter, this steel pipe is referred to as a water pressure gauge built-in pipe in the present specification) and the water pressure gauge. A signal line 53 connected to each water pressure gauge 51 in the built-in pipe 52 and led to the ground, and a recorder 54 (data logger) for measuring and recording groundwater pressure data at each measurement point transmitted from the signal line 53 ).
【０００５】ここで、水圧計内蔵パイプ５２を所定の観
測孔内に設置する方法について簡単に説明する。まず、
調整ボーリング孔（φ６６ｍｍ）を所定深さまで削孔
し、その後リーマ等により拡径を行いパイプ設置ボーリ
ング孔６０（φ１１６ｍｍ）を形成する。このパイプ設
置ボーリング孔６０は通常は最大深度１００ｍ、最大測
定点５点／孔の観測孔に対応できるように適宜設計でき
る。この状態で水圧計内蔵パイプ５２（外径φ４３ｍ
ｍ）をパイプ設置ボーリング孔６０内に挿入し、このパ
イプの周囲にフィルタ材６１とシール材６２とを交互に
充填していく。Here, a method of installing the water pressure gauge built-in pipe 52 in a predetermined observation hole will be briefly described. First,
An adjustment boring hole (φ66 mm) is drilled to a predetermined depth, and then the diameter is increased by a reamer or the like to form a pipe installation boring hole 60 (φ116 mm). The boring hole 60 for pipe installation can usually be appropriately designed so as to correspond to observation holes having a maximum depth of 100 m and a maximum of 5 measurement points / hole. In this state, the water pressure gauge built-in pipe 52 (outer diameter φ43m
m) is inserted into the pipe installation boring hole 60, and the filter material 61 and the sealing material 62 are alternately filled around the pipe.
【０００６】フィルタ材６１は水圧計内蔵パイプ５２の
所定位置に組み込まれた水圧計５１への導水を容易にす
るとともに土砂等の侵入による目詰まりを防止するため
に水圧計設置位置のパイプの周囲に充填される。フィル
タ材６１の材質としてはろ過性能が高いこと、測定対象
地盤において十分な透水性があること、後述するシール
材が下位位置にあるフィルタ材に過度に浸透しないこと
等の要件を満たすものが求められるが、砂フィルタと、
ジオテキスタイルフィルタが好適である。シール材６２
は地盤内に複数の帯水層が存在する場合に各帯水層間の
水の移動による水圧分布の乱れを防止するために孔内に
充填される。したがって前述の水フィルタ材６１と深さ
方向に交互に充填されることになる。シール材６２の材
質としては粘度、可使時間、透水性、膨張収縮性能及び
化学的安定性を考慮して決定されるが、経済性、材料と
しての安全性、安定性を踏まえウレタン系樹脂、エポキ
シ系樹脂及びセメントが好適である。The filter material 61 facilitates the introduction of water to the water pressure gauge 51 installed at a predetermined position of the water pressure gauge built-in pipe 52, and the circumference of the pipe at the water pressure gauge installation position in order to prevent clogging due to intrusion of earth and sand. Is filled. The material of the filter material 61 is required to satisfy requirements such as high filtering performance, sufficient water permeability in the ground to be measured, and the fact that a sealing material described later does not excessively penetrate into the filter material at a lower position. But with a sand filter,
Geotextile filters are preferred. Seal material 62
When a plurality of aquifers exist in the ground, the holes are filled in the holes in order to prevent the water pressure distribution from being disturbed due to the movement of water between the respective aquifers. Accordingly, the water filter material 61 and the water filter material 61 are alternately filled in the depth direction. The material of the sealing material 62 is determined in consideration of viscosity, pot life, water permeability, expansion / contraction performance, and chemical stability. However, in consideration of economical efficiency, material safety, and stability, a urethane resin, Epoxy resins and cements are preferred.
【０００７】ところで、このフィルタ材６１とシール材
６２の充填方法には直接法とパッカ法が考案されてい
る。直接法は材料を供給する管（シール材の場合は注入
管、フィルタ材の場合はトレミ管）を孔口から目標の位
置まで挿入し、この管を通じて材料を供給して所定厚さ
だけ充填していく方法である。パッカ法は水圧計内蔵パ
イプ５２を孔内に挿入する際にあらかじめシール区間に
なる部分に布製パッカをフィルタ区間にはジオテキスタ
イルフィルタを取着しておき、孔内に挿入された状態で
順次布製パッカにシール材を充填していく方法である。
いずれの充填方法においてもシール材とフィルタ材とを
設計どおりの深さに設けることが必要であるため、シー
ル材の種類や充填方法に応じた適切な充填位置確認装置
が考案されている（前述の公報参照）。As a method of filling the filter material 61 and the sealing material 62, a direct method and a packer method have been devised. In the direct method, a tube for supplying the material (injection tube for sealing material, toremi tube for filter material) is inserted from the hole to the target position, and the material is supplied through this tube and filled to the specified thickness. It is a way to go. In the packer method, when inserting the pipe 52 with a built-in water pressure gauge into a hole, a cloth packer is previously attached to a portion to be a sealing section, and a geotextile filter is attached to a filter section. It is a method of filling the sealing material into the sealant.
In any of the filling methods, it is necessary to provide the sealing material and the filter material at the designed depth, so that an appropriate filling position confirmation device according to the type of the sealing material and the filling method has been devised (see above). Reference).
【０００８】次に、従来の水圧計内蔵パイプの構成につ
いて図６を参照して説明する。水圧計内蔵パイプ５２は
鋼管（ＪＩＳ４３ケーシング：外径４３ｍｍ、内径３７
ｍｍ）を所定長さでネジ接合するように加工されてお
り、水圧計設置位置の管表面には所定寸法の円形導圧窓
５５が複数個形成されている。この導圧窓５５を介して
管外のフィルタ区間の所定被圧状態にある地下水の水圧
が地下水圧検出部５６に伝えられる。この地下水圧検出
部５６には焼結金属フィルタ５７が装着されており、さ
らにこの焼結金属フィルタ５７をろ過された地下水が水
圧計５１の半導体圧力センサの感圧部５１ａに作用して
所定位置の地下水圧を検出できるようになっている。ま
た水圧計５１が設置される管内にはエポキシ樹脂５９が
充填されており、水圧計内蔵パイプ５２を介して水が移
動しないようになっている。このような構成の水圧計内
蔵パイプ５２では内部の所定深さに設置された複数の水
圧計の各感圧部で水圧を検知できるようになっている。
このとき感圧部で検出された微弱信号は内蔵されたプリ
アンプ（図示せず）により増幅され、地上に設置された
データロガ６３のチャンネルの切替えにより接続された
信号ケーブル６４を介してデータロガ６３内の記録部に
水圧データとして出力され、処理、記録されるようにな
っている。これにより１本の観測孔で多深度位置に存在
する帯水層の地下水圧を正確に測定することができる。Next, the structure of the conventional water pressure gauge built-in pipe will be described with reference to FIG. The water pressure gauge built-in pipe 52 is a steel pipe (JIS 43 casing: outer diameter 43 mm, inner diameter 37
mm) with a predetermined length, and a plurality of circular pressure-guiding windows 55 of a predetermined size are formed on the pipe surface at the installation position of the water pressure gauge. The water pressure of the groundwater in the predetermined pressure state in the filter section outside the pipe is transmitted to the groundwater pressure detection unit 56 via the pressure guiding window 55. A sintered metal filter 57 is mounted on the groundwater pressure detecting section 56. The groundwater filtered through the sintered metal filter 57 acts on a pressure-sensitive section 51 a of a semiconductor pressure sensor of the water pressure gauge 51 to a predetermined position. Can detect underground water pressure. The pipe in which the water pressure gauge 51 is installed is filled with an epoxy resin 59 so that water does not move through the water pressure gauge built-in pipe 52. In the water pressure gauge built-in pipe 52 having such a configuration, the water pressure can be detected by each pressure sensing portion of a plurality of water pressure gauges installed at a predetermined depth inside.
At this time, the weak signal detected by the pressure sensing unit is amplified by a built-in preamplifier (not shown), and the data logger 63 in the data logger 63 is connected via the signal cable 64 connected by switching the channel of the data logger 63 installed on the ground. The water pressure data is output to the recording unit for processing and recording. As a result, it is possible to accurately measure the groundwater pressure of the aquifer existing at multiple depths with one observation hole.
【０００９】[0009]
【発明が解決しようとする課題】ところが、前述の水圧
計内蔵パイプを備えた地盤内地下水圧測定装置ではパイ
プ設置ボーリング孔の径がφ１１６ｍｍであり、一般的
にボーリング孔として使用されているボーリング孔（φ
６６ｍｍ）を拡径して使用しなければならず、ボーリン
グ孔削孔の施工コストが増すとともに、使用するシール
材やフィルタ材の使用量も多くなるという問題がある。
このため従来のボーリング孔（φ６６ｍｍ）を観測孔と
して使用できるような水圧計内蔵パイプの開発が望まれ
ていた。However, in the above-mentioned groundwater pressure measuring device with a built-in water pressure gauge pipe, the diameter of the pipe installation borehole is φ116 mm, which is generally used as a borehole. (Φ
66 mm), which increases the construction cost of boring holes and increases the amount of sealing material and filter material used.
Therefore, development of a pipe with a built-in water pressure gauge that can use a conventional borehole (φ66 mm) as an observation hole has been desired.
【００１０】この要請に応えるためには従来のボーリン
グ孔に水圧計内蔵パイプを挿入設置できるように水圧計
内蔵パイプの外径を小さくすれば良い。ところが、パイ
プ径が細くなるとパイプ設置ボーリング孔に水圧計内蔵
パイプを挿入設置する際に、パイプが曲がったり、設置
時の衝撃によりパイプに歪みが生じて内部の信号線が断
線してしまうおそれがある。このため水圧計と信号線と
を収容するパイプの断面積が小さくなっても内部の信号
線が断線しないように信号線を確実に挿通できる配線ス
ペースを確保する必要がある。In order to meet this demand, the outer diameter of the pipe with a built-in water pressure gauge may be reduced so that the pipe with a built-in water pressure gauge can be inserted and installed in a conventional boring hole. However, if the pipe diameter becomes smaller, the pipe with a built-in water pressure gauge may be bent when installing and installing the pipe with a built-in water pressure gauge, and the pipe may be distorted due to the impact during installation and the internal signal line may be disconnected. is there. For this reason, it is necessary to secure a wiring space in which the signal line can be securely inserted so that the internal signal line is not broken even if the cross-sectional area of the pipe that houses the water pressure gauge and the signal line is reduced.
【００１１】また、従来の水圧計内蔵パイプでは水圧計
を管内に固定した後に水圧計の周囲の管内をエポキシ樹
脂等で充填していたので、設置後の水圧計に異常が検出
されても水圧計を直接取り出したりすることはできな
い。このため故障した水圧計のある測定点での測定が全
く行えず、データの確度が落ちてしまう。このため長期
的な使用に際し、耐久性の向上が望まれていた。Further, in the conventional pipe with a built-in water pressure gauge, after fixing the water pressure gauge in the pipe, the inside of the pipe around the water pressure gauge is filled with epoxy resin or the like, so even if an abnormality is detected in the water pressure gauge after installation, The meter cannot be taken out directly. For this reason, the measurement at a certain measuring point of the faulty water pressure gauge cannot be performed at all, and the accuracy of the data deteriorates. For this reason, when used for a long time, improvement in durability has been desired.
【００１２】そこで、本発明の目的は上述した従来の技
術が有する問題点を解消し、従来のボーリング孔を利用
して設置でき、長期的な耐久性を有する地盤内地下水圧
測定装置を提供することにある。Accordingly, an object of the present invention is to provide an apparatus for measuring groundwater pressure in the ground which solves the above-mentioned problems of the prior art and which can be installed using a conventional boring hole and has long-term durability. It is in.
【００１３】[0013]
【課題を解決するための手段】上記目的を達成するため
に、本発明は管軸線方向に所定間隔をあけて水圧計が内
蔵された水圧測定管をボーリング孔内に挿入し、前記水
圧測定管を囲むように前記水圧計が設置された位置の深
さ方向の所定範囲にフィルタ材を充填し、該フィルタ材
の充填範囲と深さ方向に交互となる範囲にシール材を充
填して前記ボーリング孔内を多段位置で遮水し、前記水
圧計位置での地下水圧を測定する地盤内地下水圧測定装
置において、前記水圧計は各地下水圧測定位置に複数個
が設置され、該水圧計から導出された信号線に整流部を
介在させて１組の信号線として地上部に延出させて地上
部のデータ記録部に接続し、該データ記録部に設けられ
た切替手段により前記水圧計に印加する電流の極性を切
り替え、前記複数個のいずれかの水圧計を選択して水圧
測定を行うことを特徴とするものである。In order to achieve the above object, the present invention is to insert a water pressure measuring tube having a built-in water pressure gauge into a boring hole at a predetermined interval in the tube axis direction. The boring is made by filling a filter material in a predetermined range in the depth direction at the position where the water pressure gauge is installed so as to surround the water pressure gauge, and filling a sealing material in a range alternating with the filling range of the filter material and the depth direction. In the groundwater pressure measuring device in the ground for blocking the water in the hole at multiple stages and measuring the groundwater pressure at the water pressure gauge position, a plurality of water pressure gauges are installed at each groundwater pressure measurement position, and derived from the water pressure gauge A rectifying unit is interposed between the signal lines and the signal lines are extended to the ground unit as a set of signal lines, connected to a data recording unit on the ground unit, and applied to the water pressure gauge by switching means provided in the data recording unit. Switch the polarity of the current Select one of the pressure gauges of the is characterized in carrying out the water pressure measurement.
【００１４】また、測定方法の発明として管軸線方向に
所定間隔をあけて水圧計が内蔵された水圧測定管をボー
リング孔内に挿入し、前記水圧測定管を囲むように前記
水圧計が設置された位置の深さ方向の所定範囲にフィル
タ材を充填し、該フィルタ材の充填範囲と深さ方向に交
互となる範囲にシール材を充填して前記ボーリング孔内
を多段位置で遮水し、各水圧測定位置に複数個の水圧計
を設置し、該水圧計から導出された信号線に整流部を介
在させて１組の信号線として地上部に延出させて地上部
のデータ記録部に接続し、該データ記録部に設けられた
切替手段により前記水圧計に印加する電流の極性を切り
替え、前記複数個のいずれかの水圧計を選択して水圧測
定を行うようにした特徴とするものである。Further, as an invention of a measuring method, a water pressure measuring tube having a built-in water pressure meter is inserted at a predetermined interval in the axial direction of the tube into a boring hole, and the water pressure meter is installed so as to surround the water pressure measuring tube. Fill the filter material in a predetermined range in the depth direction at the position, and fill the seal material in an alternate range in the depth direction with the filling range of the filter material to block water in the boring hole at multiple positions, A plurality of water pressure gauges are installed at each water pressure measurement position, and a signal line derived from the water pressure gauge is intervened by a rectifying section to extend as a set of signal lines to the ground section to be used as a data recording section on the ground section. Connected, the polarity of the current applied to the water pressure gauge is switched by switching means provided in the data recording unit, and the water pressure measurement is performed by selecting one of the plurality of water pressure gauges. It is.
【００１５】[0015]
【作用】本発明によれば、前記水圧計を各地下水圧測定
位置に複数個設置し、該水圧計から導出された信号線に
整流部を介在させて１組の信号線として地上部に延出さ
せて地上部のデータ記録部に接続し、該データ記録部に
設けられた切替手段により前記水圧計に印加する電流の
極性を切り替え、前記複数個のいずれかの水圧計を選択
して水圧測定を行う装置としたので、各測定点で一方の
水圧計が不良となった場合でも前記データ記録部に備え
られた切替手段において信号線の極性切り替えを行うだ
けで同一点で他の水圧計を作動させることができ、これ
により水圧測定を引き続き行うことができ、地下水圧測
定の長期的信頼性が向上する。According to the present invention, a plurality of the water pressure gauges are installed at each underground water pressure measurement position, and a signal line derived from the water pressure gauge is extended to the ground as a set of signal lines with a rectifier interposed therebetween. The water pressure gauge connected to the data recording section on the ground, and the polarity of the current applied to the water pressure gauge is switched by the switching means provided in the data recording section, and the water pressure is selected by selecting one of the plurality of water pressure gauges. Since the measurement device is used, even if one of the water pressure gauges becomes defective at each measurement point, the switching means provided in the data recording unit simply switches the polarity of the signal line to another water pressure gauge at the same point. Can be activated so that the water pressure measurement can be continued and the long-term reliability of the groundwater pressure measurement is improved.
【００１６】[0016]
【実施例】以下本発明による地盤内地下水圧測定装置の
一実施例を添付図面を参照して説明する。図１は本発明
による地盤内地下水圧測定装置１に使用される水圧計内
蔵パイプ２の水圧計設置区間パイプユニット３の拡大断
面図である。本実施例において水圧計内蔵パイプ２のパ
イプには従来ボーリングロッドとして使用されている鋼
管が使用されている。その寸法を例示的に示すと外径３
５ｍｍ、内径２６．５ｍｍであり、管内に挿入設置され
た水圧計の外径２１ｍｍを十分クリアするとともに前述
のように従来のボーリング孔（φ６６ｍｍ）内に水圧計
内蔵パイプ２を挿入してもその周囲に十分な厚さのフィ
ルタ材とシール材とを充填できるようになっている。こ
の水圧計設置区間パイプユニット３は、導圧窓４が形成
された中間パイプ５とその両端に螺着されたセンサパイ
プ６とから構成されており、さらにその両端にはジョイ
ントパイプを介して所定長さの延長パイプ（図示せず）
に接続できるようになっている。したがって水圧計内蔵
パイプ２は観測孔内の水圧計を設置したい深さにこの水
圧計設置区間パイプユニット３が位置するように延長パ
イプを組み合わせて接続して構成すれば良い。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the groundwater pressure measuring device according to the present invention will be described below with reference to the accompanying drawings. FIG. 1 is an enlarged sectional view of a pipe unit 3 in a section where a water pressure gauge is installed, of a pipe 2 with a built-in water pressure gauge used in a device 1 for measuring groundwater pressure in the ground according to the present invention. In this embodiment, a steel pipe conventionally used as a boring rod is used as the pipe of the water pressure gauge built-in pipe 2. An example of the dimensions is outer diameter 3
It has a diameter of 5 mm and an inner diameter of 26.5 mm, and it can sufficiently clear the outer diameter of 21 mm of the water pressure gauge inserted and installed in the pipe, and even if the water pressure gauge built-in pipe 2 is inserted into the conventional boring hole (φ 66 mm) as described above, The periphery can be filled with a filter material and a sealing material having a sufficient thickness. The water pressure gauge installation section pipe unit 3 is composed of an intermediate pipe 5 in which a pressure guiding window 4 is formed, and a sensor pipe 6 screwed to both ends thereof. Length extension pipe (not shown)
It can be connected to. Therefore, the built-in water pressure gauge pipe 2 may be configured by connecting and connecting extension pipes so that the water pressure gauge installation section pipe unit 3 is located at a depth where the water pressure gauge is to be installed in the observation hole.
【００１７】水圧計設置区間パイプユニット３のうち、
中間パイプ５の両端部には雄ネジ部５ａが形成されてお
り、センサパイプ６を両側からネジ接合できるようにな
っている。そして中央部には図１（ａ）、（ｂ）に示し
たように所定直径の円形の導圧窓４が形成されている。
この導圧窓４で囲まれた中間パイプ５の内部は地下水圧
検出部７として機能し、図示しないフィルタ材を通過し
た地下水は導圧窓４を介して地下水圧検出部７に満たさ
れる。このとき地下水が被圧状態にある場合にはその水
圧が地下水圧検出部７で検知される。[0017] Of the water pressure gauge installation section pipe unit 3,
Male screw portions 5a are formed at both ends of the intermediate pipe 5, so that the sensor pipe 6 can be screwed from both sides. A circular pressure guiding window 4 having a predetermined diameter is formed at the center as shown in FIGS. 1 (a) and 1 (b).
The inside of the intermediate pipe 5 surrounded by the pressure guiding window 4 functions as a groundwater pressure detecting unit 7, and groundwater that has passed through a filter material (not shown) is filled in the groundwater pressure detecting unit 7 through the pressure guiding window 4. At this time, when the groundwater is under pressure, the water pressure is detected by the groundwater pressure detection unit 7.
【００１８】さらにこの中間パイプ５内周部には地下水
圧検出部７を挟んでパイプの軸線方向に並んで対向する
ようにセンサ固定金物８が螺着されている。このセンサ
固定金物８は細長円筒形状の水圧計１０の先端が固定さ
れ、水圧計１０の先端に位置する水圧計感圧部１０ａが
地下水圧検出部７に向いた状態を保持する役割を果たし
ている。また地下水圧検出部７と水圧計感圧部１０ａと
の間にはセンサ固定金物８を介して焼結金属フィルタ１
１が介在している。この焼結金属フィルタ１１はいわゆ
るポーラスメタルと呼ばれる透水性を有する金属性フィ
ルタで水圧計感圧部１０ａに異物が混入しないように取
り付けられている。Further, a sensor fixing metal 8 is screwed to the inner peripheral portion of the intermediate pipe 5 so as to face and be arranged in the axial direction of the pipe with the groundwater pressure detecting section 7 interposed therebetween. The tip of a slender cylindrical water pressure gauge 10 is fixed to the sensor fixing hardware 8, and the water pressure gauge pressure sensitive portion 10a located at the tip of the water pressure gauge 10 plays a role of maintaining a state facing the groundwater pressure detecting portion 7. . Further, the sintered metal filter 1 is provided between the underground water pressure detecting section 7 and the water pressure gauge pressure sensing section 10a via a sensor fixing hardware 8.
1 is interposed. The sintered metal filter 11 is a so-called porous metal filter having water permeability, and is attached to the water pressure gauge pressure sensing portion 10a so that foreign matter is not mixed.
【００１９】また焼結金属フィルタ１１は図１（ｂ）に
示したようにパイプの断面中心から僅かに偏心した位置
に取着されており、この焼結金属フィルタ１１と導圧窓
４との間の平面位置のセンサ固定金物８には貫通孔が形
成されている。対向位置にあるセンサ固定金物８の貫通
孔はその中心軸が一致しており、１本のケーブルガイド
パイプ１２が対向位置にある２個の貫通孔にその両端が
保持されるように嵌挿されている。このケーブルガイド
パイプ１２には本実施例では外径φ３．５ｍｍ、内径φ
２．５ｍｍのステンレスパイプが使用されており、地下
水圧検出部７ではパイプの一部が露出するが、その両端
はセンサ固定金物８に保持されている。As shown in FIG. 1B, the sintered metal filter 11 is attached at a position slightly eccentric from the center of the cross section of the pipe, and the sintered metal filter 11 and the pressure guiding window 4 are attached. A through hole is formed in the sensor fixing hardware 8 at a plane position between them. The through-holes of the sensor fixing hardware 8 at the opposing positions have the same central axes, and one cable guide pipe 12 is fitted and inserted into the two through-holes at the opposing positions so that both ends are held. ing. In this embodiment, the cable guide pipe 12 has an outer diameter of 3.5 mm and an inner diameter of 3.5 mm.
A 2.5 mm stainless steel pipe is used, and a part of the pipe is exposed in the groundwater pressure detecting unit 7, but both ends thereof are held by sensor fixing hardware 8.
【００２０】このケーブルガイドパイプ１２の内部には
同図（ａ）に示したように水圧計１０から延出した信号
線１３が挿通されている。水圧計１０を中間パイプ５内
で偏心して配置した分、信号線１３を比較的広い断面の
挿通スペース内に配線でき、地下水圧検出部７において
も信号線１３がケーブルガイドパイプ１２内に配置さ
れ、地下水に曝されることがないので、断線のおそれが
なくなるとともに耐久性の点からも有効である。A signal line 13 extending from the water pressure gauge 10 is inserted into the cable guide pipe 12 as shown in FIG. Since the water pressure gauge 10 is arranged eccentrically in the intermediate pipe 5, the signal line 13 can be wired in the insertion space having a relatively large cross section, and the signal line 13 is also arranged in the cable guide pipe 12 in the underground water pressure detection unit 7. Since it is not exposed to groundwater, it is effective in terms of durability as well as eliminating the risk of wire breakage.
【００２１】センサパイプ６内に設置された水圧計１０
は、先端部がセンサ固定金物８で中間パイプ５に固定さ
れた状態で信号線１３の結線が行われる。さらにセンサ
パイプ６の端部にはシールキャップ１５が嵌着され、セ
ンサケーブル１６が管中心位置に保持されるとともに、
センサパイプ６内はエポキシ樹脂からなるシール材１７
で充填される（同図（ａ）、（ｃ）参照）。これにより
水圧計１０内蔵パイプ２を介して異なる帯水層間の地下
水が連通して地下水圧が乱れるのを防止することができ
る。この結果、水圧計設置区間パイプユニット３はその
両端から水圧計１０の後端部から引き出された信号線１
３を被覆したセンサケーブル１６が所定長さだけ延出す
る。このときセンサケーブル１６の図示しない他端には
複数の信号線１３の結線を行える多極防水コネクタが接
続されている。The water pressure gauge 10 installed in the sensor pipe 6
Is connected to the signal line 13 with its tip fixed to the intermediate pipe 5 with the sensor fixing hardware 8. Further, a seal cap 15 is fitted on the end portion of the sensor pipe 6 to hold the sensor cable 16 at the pipe center position, and
Inside the sensor pipe 6 is a sealing material 17 made of epoxy resin.
(See FIGS. 4A and 4C). Thereby, it is possible to prevent the groundwater between the different aquifers from communicating with each other via the pipe 2 with the built-in water pressure gauge 10, thereby preventing the groundwater pressure from being disturbed. As a result, the water pressure gauge installation section pipe unit 3 has the signal line 1 drawn from the rear end of the water pressure gauge 10 from both ends thereof.
The sensor cable 16 covering 3 extends by a predetermined length. At this time, a multi-pole waterproof connector capable of connecting a plurality of signal lines 13 is connected to the other end (not shown) of the sensor cable 16.
【００２２】図２は前述した水圧計内蔵パイプ２をボー
リング孔内に設置した観測孔全体の構成を示した概略断
面図である。同図において、水圧計内蔵パイプ２は水圧
計設置区間パイプユニット３と延長パイプ２１とを接続
して構成されている。水圧計設置区間パイプユニット３
の端部からは前述のセンサケーブル１６が延出してお
り、このうち水圧計設置区間パイプユニット３の上端か
ら延出したセンサケーブル１６には所定長さのスパイラ
ルケーブル２２が接続されている。このスパイラルケー
ブル２２を深さ方向に隣接する水圧計設置区間パイプユ
ニット３間のケーブル接続に利用することによりケーブ
ル余長をスパイラル部分の伸び具合で吸収できるととも
に、ケーブル全体のねじれを防止することができる。さ
らに各コネクタ間は通常の信号ケーブル２３で接続さ
れ、全体で１本のケーブルを構成するようになってい
る。FIG. 2 is a schematic sectional view showing the structure of the entire observation hole in which the above-mentioned pipe 2 with a built-in water pressure gauge is installed in a borehole. In the figure, a water pressure gauge built-in pipe 2 is configured by connecting a water pressure gauge installation section pipe unit 3 and an extension pipe 21. Water pressure gauge installation section pipe unit 3
The above-mentioned sensor cable 16 extends from the end portion of the above, and a spiral cable 22 of a predetermined length is connected to the sensor cable 16 extending from the upper end of the water pressure gauge installation section pipe unit 3 among them. By using the spiral cable 22 for cable connection between the pipe units 3 adjacent to each other in the depth direction, the excess cable length can be absorbed by the degree of extension of the spiral portion, and the entire cable can be prevented from being twisted. it can. Further, the ordinary signal cables 23 are connected between the respective connectors, so that one cable is configured as a whole.
【００２３】また水圧計内蔵パイプ２の周囲には従来技
術で説明した充填方法によりフィルタ材６１とシール材
６２とが所定位置に正確に充填されており、各水圧計設
置区間パイプユニット３の設置された帯水層位置におけ
る地下水圧をそれぞれ独立して測定することができる。
このとき観測孔から延出した信号ケーブルは地上部に設
置されたデータロガ３０に接続され、データロガ３０の
チャンネル切替えにより所定深さでの地下水圧を記録さ
せることができる。Further, around the water pressure gauge built-in pipe 2, the filter material 61 and the seal material 62 are accurately filled at predetermined positions by the filling method described in the prior art, and each water pressure gauge installation section pipe unit 3 is installed. It is possible to measure the groundwater pressure at each aquifer position independently.
At this time, the signal cable extending from the observation hole is connected to the data logger 30 installed on the ground, and the channel pressure of the data logger 30 can be switched to record the groundwater pressure at a predetermined depth.
【００２４】ここで、図３及び図４を参照して１箇所の
水圧測定点に設置された２個の水圧計１０の結線状態と
その使用方法について説明する。図３は地下水圧検出部
７を挟んで上下の対向位置に設置された水圧計１０Ａ、
１０Ｂと各水圧計１０Ａ、１０Ｂに接続された信号線１
３の結線状態を模式的に示した概略構成図である。ここ
で本発明による水圧計１０に使用されている半導体圧力
センサについて簡単に説明する。半導体圧力センサはシ
リコンウェハ基板をダイヤフラムとして機能させた力覚
センサである。このダイヤフラムに圧力が作用すると、
ダイヤフラムが変形してその際のピエゾ抵抗効果により
抵抗層の電気抵抗値が変化するのを利用し、そのときの
出力電圧を検出して圧力を感知するようになっている。
本実施例に使用されている半導体圧力センサは電極に直
流電圧２４Ｖを供給すると、その抵抗値に応じて４〜２
０ｍＡの出力電流値を得ることができる。ところで、本
発明における示した水圧計内蔵パイプ２では各測定点で
それぞれ２個の水圧計１０が対向した状態で装備されて
いる。これらの水圧計１０をそのまま信号線１３で結線
したのでは、配置する信号線１３の本数は従来の２倍と
なってしまう。そこで、本発明では図３に示したように
水圧計１０から延出した信号線１３に図示したような整
流部１４を接続した。本実施例では整流部１４としてダ
イオードを使用している。この整流部１４により２本の
信号線１３は極性が逆になるように設定されており、図
示しないデータロガ３０の切替スイッチの切替えにより
供給電源の極性を切替え、作動対象となる水圧計１０を
切替えて使用することができる。Here, the connection state of two water pressure gauges 10 installed at one water pressure measurement point and a method of using the same will be described with reference to FIGS. FIG. 3 shows a water pressure gauge 10A installed at the upper and lower opposite positions with the groundwater pressure detecting unit 7 interposed therebetween.
10B and signal line 1 connected to each water pressure gauge 10A, 10B
FIG. 4 is a schematic configuration diagram schematically illustrating a connection state of No. 3; Here, the semiconductor pressure sensor used in the water pressure gauge 10 according to the present invention will be briefly described. The semiconductor pressure sensor is a force sensor using a silicon wafer substrate as a diaphragm. When pressure acts on this diaphragm,
Utilizing the fact that the diaphragm is deformed and the electric resistance value of the resistance layer changes due to the piezoresistance effect at that time, the output voltage at that time is detected to sense the pressure.
When the semiconductor pressure sensor used in the present embodiment supplies a DC voltage of 24 V to the electrode, the semiconductor pressure sensor has a resistance of 4 to 2 depending on the resistance value.
An output current value of 0 mA can be obtained. By the way, in the water pressure gauge built-in pipe 2 shown in the present invention, two water pressure gauges 10 are provided at respective measurement points in a state of facing each other. If these water pressure gauges 10 are connected by the signal lines 13 as they are, the number of the arranged signal lines 13 is twice as large as that of the conventional one. Therefore, in the present invention, a rectifying unit 14 as shown is connected to a signal line 13 extending from the water pressure gauge 10 as shown in FIG. In this embodiment, a diode is used as the rectifying unit 14. The rectification unit 14 sets the two signal lines 13 to have opposite polarities. The polarity of the power supply is switched by switching a changeover switch of a data logger 30 (not shown), and the water pressure gauge 10 to be operated is switched. Can be used.
【００２５】ここでこの２個の水圧計１０Ａ、１０Ｂを
利用する形態を説明する。一般的な使用法としては一方
をメイン水圧計１０Ａとし、このメイン水圧計１０Ａを
通常の水圧測定に使用し、このメイン水圧計１０Ａが故
障した場合にデータロガ３０の切替スイッチを切替え、
サブ水圧計１０Ｂによる水圧測定を実施する。これによ
り地盤内地下水圧測定装置はセンサ機能の長期耐久性を
確保することができる。Here, a mode in which the two water pressure gauges 10A and 10B are used will be described. As a general usage, one is used as a main water pressure gauge 10A, this main water pressure gauge 10A is used for normal water pressure measurement, and when the main water pressure gauge 10A fails, the changeover switch of the data logger 30 is changed,
The water pressure is measured by the sub water pressure gauge 10B. Thereby, the groundwater pressure measuring device in the ground can secure long-term durability of the sensor function.
【００２６】また水圧計内蔵パイプ２による水圧計設置
位置はボーリング孔削孔時の孔内水位変化や地質調査結
果、透水性の状況から決定するが、被圧水層の存在する
と考えられている区間でも経時測定した場合にメイン水
圧計１０Ａからの出力がほとんどゼロを示し、被圧水層
を確認できなくなる場合がある。この場合地下水状況が
変化したのか、測定値が不確かなのかを確認するために
２個の水圧計１０Ａ、１０Ｂを切替えて水圧計１０の動
作確認をすることができる。また、本実施例では同一規
格の水圧計１０Ａ、１０Ｂを２個接続して使用している
が、同一の水圧計設置区間において測定レンジの異なる
水圧計１０を対向して設置し、精度を高めた測定を行う
ことも可能である。この他、１個の水圧計１０を設ける
一方、他の信号線に水圧計１０以外のセンサを接続し、
測定水圧と関連した各種のデータを経時的に測定するこ
とも可能である。地下水圧以外の計測項目の例として孔
内傾斜、水温、傾斜走向等種々の項目がある。なお、本
実施例では対向する２個の水圧計を例に地下水圧測定を
説明したが、水圧計自体がもっと細くなれば、２本を並
列に並べて配置しても良いし、２本以上の水圧計を設置
することも可能である。The installation position of the water pressure gauge by the water pressure gauge built-in pipe 2 is determined from the water level change in the borehole drilling hole, the result of the geological survey, and the state of water permeability, and it is considered that the water pressure layer exists. In a section, when the measurement is performed over time, the output from the main water pressure gauge 10A shows almost zero, and the water layer to be pressurized may not be confirmed. In this case, the operation of the water pressure gauge 10 can be checked by switching between the two water pressure gauges 10A and 10B in order to check whether the groundwater condition has changed or whether the measured value is uncertain. Further, in this embodiment, two water pressure gauges 10A and 10B of the same standard are connected and used. However, in the same pressure gauge installation section, the water pressure gauges 10 having different measurement ranges are installed facing each other to improve accuracy. It is also possible to make measurements. In addition to this, while one water pressure gauge 10 is provided, sensors other than the water pressure gauge 10 are connected to other signal lines,
It is also possible to measure various data related to the measured water pressure over time. Examples of measurement items other than groundwater pressure include various items such as in-hole inclination, water temperature, and inclination strike. In the present embodiment, groundwater pressure measurement is described by taking two opposed water pressure gauges as an example. However, if the water pressure gauge itself becomes thinner, two water pressure gauges may be arranged in parallel or two or more water pressure gauges may be arranged. It is also possible to install a water pressure gauge.
【００２７】図４は地上に設置されるデータロガ３０の
機能構成と、水圧計内蔵パイプ２内の水圧計１０との接
続を示したブロック構成図である。本実施例では水圧計
内蔵パイプ２内に５箇所の水圧計設置区間が設けられて
おり、５点の地下水圧を測定するようになっているが、
図の簡略化のために２箇所の水圧計設置区間の水圧計１
０Ａ、１０Ｂを示している。水圧計内蔵パイプ２から地
上に引き出された信号ケーブル内の５組の信号線１３は
データロガ３０の各センサ接続コネクタ３１に接続され
ている。このセンサ接続コネクタ３１からは各測定点で
の水圧計１０の切替えを行う切替スイッチ３２が接続さ
れている。この切替スイッチ３２により選択された水圧
計１０の出力電圧の調整を行う調整ボリューム３３が各
水圧計１０に対応して設けられ、さらに検出されたセン
サ出力は各センサアンプ３４で増幅され、アンプマザー
ボード３５に出力される。このアンプマザーボード３５
にはセンサの検出電流を供給する電源基板３６が設けら
れている。一方、データロガ３０の本体には外付けバッ
テリからなる外部電源４０が接続され、本体にはチャン
ネル切替えその他の機能及びデータ入力を行うためのコ
ントロールパネル（図示せず）が設けられている。この
ときのインストラクション情報やデータ情報を表示する
表示部３８がデータ入力・記録部３９Ａに接続されてい
る。入力指示情報に従ってＣＰＵ３９Ｂで所定のデータ
収集指令を出し、この指令に基づきバスＢを介してアン
プマザーボード３５にアクセスされ、データ処理された
測定データが記録部３９Ａに記憶される。FIG. 4 is a block diagram showing the functional configuration of the data logger 30 installed on the ground and the connection with the water pressure gauge 10 in the pipe 2 with a built-in water pressure gauge. In the present embodiment, five water pressure gauge installation sections are provided in the water pressure gauge built-in pipe 2, and five points of underground water pressure are measured.
For the sake of simplification of the figure, the water pressure gauge 1 in the two pressure gauge installation sections
0A and 10B are shown. Five sets of signal lines 13 in a signal cable drawn from the water pressure gauge built-in pipe 2 to the ground are connected to each sensor connector 31 of the data logger 30. From this sensor connector 31, a changeover switch 32 for changing over the water pressure gauge 10 at each measurement point is connected. An adjustment volume 33 for adjusting the output voltage of the water pressure gauge 10 selected by the changeover switch 32 is provided corresponding to each water pressure gauge 10, and the detected sensor output is amplified by each sensor amplifier 34, and the amplifier motherboard 35. This amplifier motherboard 35
Is provided with a power supply board 36 for supplying a detection current of the sensor. On the other hand, the main body of the data logger 30 is connected to an external power supply 40 composed of an external battery, and the main body is provided with a control panel (not shown) for performing channel switching and other functions and data input. A display unit 38 for displaying instruction information and data information at this time is connected to the data input / recording unit 39A. The CPU 39B issues a predetermined data collection command in accordance with the input instruction information, accesses the amplifier motherboard 35 via the bus B based on the command, and stores the processed data in the recording unit 39A.
【００２８】このデータロガ３０の構成では各測定点で
作動する水圧計１０Ａ、１０Ｂの切替えは手動の切替ス
イッチ３２により行っているが、所定の自動切替え指令
により極性の切替えるようにすることも可能なことは言
うまでもない。In the configuration of the data logger 30, although the water pressure gauges 10A and 10B operating at each measuring point are switched by the manual changeover switch 32, the polarity can be changed over by a predetermined automatic changeover command. Needless to say.
【００２９】[0029]
【発明の効果】以上の説明から明らかなように、本発明
によれば、１本のボーリング孔を利用して多深度地点の
地下水圧を確実に測定できるとともに、計測器の長期的
信頼性を実現することができるという効果を奏する。As is apparent from the above description, according to the present invention, it is possible to reliably measure the groundwater pressure at a multi-depth point by using one boring hole and to improve the long-term reliability of the measuring instrument. This has the effect that it can be realized.
【図１】本発明による地盤内地下水圧測定装置に使用さ
れる水圧計内蔵パイプの一実施例を示した部分断面図。FIG. 1 is a partial cross-sectional view showing an embodiment of a pipe with a built-in water pressure gauge used in a device for measuring groundwater pressure in the ground according to the present invention.
【図２】本発明の地盤内地下水圧測定装置の概略全体構
成を示した概略構成断面図。FIG. 2 is a schematic configuration sectional view showing a schematic overall configuration of a groundwater pressure measuring device in the ground of the present invention.
【図３】本発明に使用される水圧計の信号線の結線状態
を示した概略構成図。FIG. 3 is a schematic configuration diagram showing a connection state of signal lines of a water pressure gauge used in the present invention.
【図４】本発明に使用されるデータロガの概略構成を示
したブロック構成図。FIG. 4 is a block configuration diagram showing a schematic configuration of a data logger used in the present invention.
【図５】従来の地盤内地下水圧測定装置の一例を示した
概略構成断面図。FIG. 5 is a schematic configuration sectional view showing an example of a conventional groundwater pressure measuring device in the ground.
【図６】従来の水圧計内蔵パイプの内部の一例を示した
部分断面図。FIG. 6 is a partial cross-sectional view showing an example of the inside of a conventional pipe with a built-in water pressure gauge.
１ 地盤内地下水圧測定装置 ２ 水圧計内蔵パイプ ３ 水圧計設置区間パイプユニット ４ 導圧窓 ５ 中間パイプ ６ センサパイプ ７ 地下水圧検出部 １０ 水圧計 １１ 焼結金属フィルタ １２ ケーブルガイドパイプ １３ 信号線 １４ 整流部 １６ センサケーブル １７ シール材（パイプ内充填用） ２２ スパイラルケーブル ３０ データロガ ３２ 切替スイッチ DESCRIPTION OF SYMBOLS 1 Ground pressure measuring device in the ground 2 Pipe with built-in water pressure gauge 3 Pipe unit for installation of water pressure gauge 4 Pressure guiding window 5 Intermediate pipe 6 Sensor pipe 7 Groundwater pressure detector 10 Water pressure gauge 11 Sintered metal filter 12 Cable guide pipe 13 Signal line 14 Rectifier 16 Sensor cable 17 Sealing material (for filling pipe) 22 Spiral cable 30 Data logger 32 Changeover switch
フロントページの続き (72)発明者 桧垣 大助 茨城県つくば市大字旭１番地 建設省土 木研究所内 (72)発明者 山口 嘉一 茨城県つくば市大字旭１番地 建設省土 木研究所内 (72)発明者 宇田 進一 東京都中央区日本橋本町４−９−11 株 式会社建設技術研究所内 (72)発明者 長塚 正樹 東京都中央区日本橋本町４−９−11 株 式会社建設技術研究所内 (72)発明者 中尾 誠司 東京都中央区日本橋本町４−９−11 株 式会社建設技術研究所内 (56)参考文献 特開 平３−279510（ＪＰ，Ａ)Continuing on the front page (72) Inventor Daisuke Higaki, 1st Asahi, Tsukuba, Ibaraki Pref., Japan Public Works Research Institute (72) Inventor Shinichi Uda 4-9-11 Nihonbashi Honcho, Chuo-ku, Tokyo, Japan Construction Technology Research Institute (72) Inventor Masaki Nagatsuka 4-9-11 Nihonbashi-Honmachi, Chuo-ku, Tokyo Japan Construction Technology Research Institute (72) Inventor Seiji Nakao 4-9-11 Nihonbashi Honcho, Chuo-ku, Tokyo Inside Construction Technology Research Laboratories (56) Reference JP-A-3-279510 (JP, A)
Claims (2)
蔵された水圧測定管をボーリング孔内に挿入し、前記水
圧測定管を囲むように前記水圧計が設置された位置の深
さ方向の所定範囲にフィルタ材を充填し、該フィルタ材
の充填範囲と深さ方向に交互となる範囲にシール材を充
填して前記ボーリング孔内を多段位置で遮水し、前記水
圧計位置での地下水圧を測定する地盤内地下水圧測定装
置において、 前記水圧計は各地下水圧測定位置に複数個が設置され、
該水圧計から導出された信号線に整流部を介在させて１
組の信号線として地上部に延出させて地上部のデータ記
録部に接続し、該データ記録部に設けられた切替手段に
より前記水圧計に印加する電流の極性を切り替え、前記
複数個のいずれかの水圧計を選択して水圧測定を行うこ
とを特徴とする地盤内地下水圧測定装置。1. A depth of a position at which the water pressure gauge is installed so as to surround the water pressure measurement pipe by inserting a water pressure measurement pipe having a built-in water pressure gauge into the bore hole at a predetermined interval in the pipe axis direction. Direction is filled with a filter material, the filling range of the filter material and the sealing material is filled in an alternate range in the depth direction to block water in the boring hole at multiple positions, and at the water pressure gauge position. In the underground underground water pressure measuring device for measuring the underground water pressure, a plurality of water pressure gauges are installed at each underground water pressure measurement position,
1 with a rectifying section interposed in the signal line derived from the water pressure gauge
As a pair of signal lines, the signal lines are extended to the ground portion and connected to the data recording portion of the ground portion, and the polarity of the current applied to the water pressure gauge is switched by the switching means provided in the data recording portion. A groundwater pressure measuring device in the ground, characterized by selecting one of the water pressure gauges to measure the water pressure.
蔵された水圧測定管をボーリング孔内に挿入し、前記水
圧測定管を囲むように前記水圧計が設置された位置の深
さ方向の所定範囲にフィルタ材を充填し、該フィルタ材
の充填範囲と深さ方向に交互となる範囲にシール材を充
填して前記ボーリング孔内を多段位置で遮水し、各水圧
測定位置に複数個の水圧計を設置し、該水圧計から導出
された信号線に整流部を介在させて１組の信号線として
地上部に延出させて地上部のデータ記録部に接続し、該
データ記録部に設けられた切替手段により前記水圧計に
印加する電流の極性を切り替え、前記複数個のいずれか
の水圧計を選択して水圧測定を行うようにした特徴とす
る地盤内地下水圧測定方法。2. A depth of a position where the water pressure gauge is installed so as to surround the water pressure measurement pipe by inserting a water pressure measurement pipe having a built-in water pressure gauge into the boring hole at predetermined intervals in the pipe axis direction. Direction is filled with a filter material, the filling area of the filter material and the sealing material is filled in an area that alternates in the depth direction to block water in the boring hole at multiple stages, and at each water pressure measurement position. A plurality of water pressure gauges are installed, a rectification unit is interposed between signal lines derived from the water pressure gauges, the signal lines are extended as a set of signal lines to the ground unit, and connected to a data recording unit on the ground unit. A method for measuring underground water pressure in the ground, characterized in that the polarity of the current applied to the water pressure gauge is switched by the switching means provided in the recording unit, and the water pressure is measured by selecting one of the plurality of water pressure gauges. .
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31260893A JP2668188B2 (en) | 1993-11-18 | 1993-11-18 | In-ground groundwater pressure measuring device and in-ground groundwater pressure measuring method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31260893A JP2668188B2 (en) | 1993-11-18 | 1993-11-18 | In-ground groundwater pressure measuring device and in-ground groundwater pressure measuring method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH07140029A JPH07140029A (en) | 1995-06-02 |
| JP2668188B2 true JP2668188B2 (en) | 1997-10-27 |
Family
ID=18031260
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31260893A Expired - Lifetime JP2668188B2 (en) | 1993-11-18 | 1993-11-18 | In-ground groundwater pressure measuring device and in-ground groundwater pressure measuring method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2668188B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2011185654A (en) * | 2010-03-05 | 2011-09-22 | Nitto Seiko Co Ltd | Electric logging method and electric logging device |
| CN108106687B (en) * | 2018-02-08 | 2023-05-26 | 济南大学 | A method for exploring the groundwater flow network of bedrock with soft interlayers and a double-capsule waterstop |
-
1993
- 1993-11-18 JP JP31260893A patent/JP2668188B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH07140029A (en) | 1995-06-02 |
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