JP2875172B2 - Multi-stage downhole hypocenter - Google Patents
Multi-stage downhole hypocenterInfo
- Publication number
- JP2875172B2 JP2875172B2 JP27844294A JP27844294A JP2875172B2 JP 2875172 B2 JP2875172 B2 JP 2875172B2 JP 27844294 A JP27844294 A JP 27844294A JP 27844294 A JP27844294 A JP 27844294A JP 2875172 B2 JP2875172 B2 JP 2875172B2
- Authority
- JP
- Japan
- Prior art keywords
- laminated
- striking
- hypocenter
- downhole
- plate
- 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
- 229920001971 elastomer Polymers 0.000 claims description 13
- 238000010030 laminating Methods 0.000 claims description 10
- 239000002184 metal Substances 0.000 claims description 8
- 229910052751 metal Inorganic materials 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 8
- 238000003475 lamination Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- 238000005259 measurement Methods 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 3
- 239000002360 explosive Substances 0.000 description 3
- 239000003721 gunpowder Substances 0.000 description 3
- 238000003325 tomography Methods 0.000 description 3
- 241001247986 Calotropis procera Species 0.000 description 2
- 230000002238 attenuated effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000005284 excitation Effects 0.000 description 2
- 239000000523 sample Substances 0.000 description 2
- RYGMFSIKBFXOCR-UHFFFAOYSA-N Copper Chemical group [Cu] RYGMFSIKBFXOCR-UHFFFAOYSA-N 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 238000004141 dimensional analysis Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000003384 imaging method Methods 0.000 description 1
- 230000003116 impacting effect Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000003208 petroleum Substances 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Landscapes
- Geophysics And Detection Of Objects (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、多数の板材と弾性部材
とを交互に積層した積層部に衝撃力を付与して、弾性部
材の変形により板材間の孔内水を外向きに放出させるこ
とにより、孔壁に弾性波を発生させる高出力の坑井内震
源に関するものである。更に詳しく述べると本発明は、
前記の積層部を複数個、その積層方向に配設し、各積層
部に同時に打撃力を加えることにより起振力を向上させ
た複数段型の坑井内震源に関するものである。この坑井
内震源は、孔内水を有する孔内での速度検層システムの
他、広範囲にわたる地盤の振動特性を立体的に解析する
トモグラフィーなどに有効な装置である。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention applies an impact force to a laminated portion in which a large number of plate members and elastic members are alternately laminated, and discharges water in a hole between the plate members outward by deformation of the elastic members. The present invention relates to a high-power downhole hypocenter that generates elastic waves on a hole wall. More specifically, the present invention provides:
The present invention relates to a multi-stage type downhole hypocenter in which a plurality of the above-mentioned stacked portions are arranged in the stacking direction, and a striking force is applied to each of the stacked portions at the same time to improve the excitation force. This wellbore hypocenter is an effective device for tomography for three-dimensional analysis of ground vibration characteristics over a wide area, in addition to a velocity logging system in a borehole.
【0002】[0002]
【従来の技術】地下地盤の弾性的性質等を調査するに
は、地盤中に掘削したボーリング孔内での弾性波(P波
やS波)伝播速度を直接測定するPS速度検層システム
が用いられている。この速度検層は、震源から受振器に
到る弾性波の到達時間を波形記録として求める技術であ
る。2. Description of the Related Art In order to investigate the elastic properties and the like of an underground ground, a PS velocity logging system that directly measures an elastic wave (P wave or S wave) propagation velocity in a borehole drilled in the ground is used. Have been. This velocity logging is a technique for obtaining the arrival time of an elastic wave from a hypocenter to a geophone as a waveform record.
【0003】従来、種々の坑井内震源が開発されてい
る。それらは基本的には、孔軸に直交する方向に移動自
在の可動体(ハンマ)と、その可動体を駆動する駆動機
構を備えた構造である。この震源を、孔内水を有するボ
ーリング孔内に設置し、可動体を瞬間的に駆動すること
によって孔軸に直交する一方向の孔壁面に加振力を作用
させる。駆動機構としては、通常、電磁ソレノイドが用
いられている。[0003] Conventionally, various downhole hypocenters have been developed. These are basically structures having a movable body (hammer) movable in a direction perpendicular to the hole axis and a drive mechanism for driving the movable body. The hypocenter is installed in a borehole having water in the borehole, and the movable body is instantaneously driven to apply an exciting force to the wall surface of the borehole in one direction perpendicular to the borehole axis. Usually, an electromagnetic solenoid is used as the drive mechanism.
【0004】しかし、この種の従来の電磁ハンマ方式の
坑井内震源は、電磁ソレノイドによる駆動であり、一般
にボーリング孔径は比較的小さく、震源の外径を大きく
できないため加振力に限界があり、適用範囲が限られて
いる。例えば震源と受振器を一連のプローブに組み込
み、このプローブを孔壁に固着させることなくボーリン
グ孔内に挿入して、各深度でPS検層を行うような場合
は有効である。しかし、二つのボーリング孔を使用する
孔間速度測定のような場合には、振動の伝播範囲が狭く
適用し難い。However, this type of conventional electromagnetic hammer-type downhole hypocenter is driven by an electromagnetic solenoid, and generally has a relatively small boring hole diameter, so that the outer diameter of the hypocenter cannot be increased. Limited scope. For example, it is effective when a hypocenter and a geophone are incorporated in a series of probes, and this probe is inserted into a borehole without being fixed to a hole wall to perform PS logging at each depth. However, in the case of an inter-hole velocity measurement using two boring holes, the propagation range of vibration is narrow and it is difficult to apply.
【0005】近年、二つのボーリング孔間での弾性波速
度を測定し、コンピュータによるデータ処理を駆使して
地下地盤の広い範囲にわたって振動特性を立体的に表現
する(断層映像化する)トモグラフィーの技法が導入さ
れつつある。その場合、まず一方のボーリング孔を起振
孔、他方のボーリング孔を受振孔とし、起振孔に震源を
設置し、受振孔に多連式の受振器を挿入して、震源の設
置位置(深度)を変えながら、次に起振孔と受振孔を交
換して、弾性波速度の測定を行う。ところが上記のよう
な従来の電磁ハンマ方式の坑井内震源では、ボーリング
孔間距離が十m程度以内の場合しか信号が到達しえない
ため、多数のボーリング孔を掘削する必要が生じ、実用
に供しえない。In recent years, a technique of tomography which measures elastic wave velocity between two boreholes and three-dimensionally expresses vibration characteristics (tomographic imaging) over a wide range of the underground ground by making full use of data processing by a computer. Is being introduced. In this case, first, one boring hole is used as an exciter hole, the other boring hole is used as a receiving hole, an epicenter is installed in the exciting hole, and a multiple-type geophone is inserted into the receiving hole, and the location of the epicenter ( While changing the depth, the exciter hole and the receiver hole are exchanged, and the elastic wave velocity is measured. However, with the conventional electromagnetic hammer-type downhole source as described above, signals can only reach when the distance between boring holes is about 10 m or less. I can't.
【0006】そこで本発明者は先に、金属製の円環板と
ゴム製Oリングや波座金などの弾性部材とを交互に多数
積層し、その積層部に向けて重錘を落下させて打撃力を
付与することにより、弾性部材が変形して円環板間の孔
内水を外方に放出させ、孔壁に弾性波を発生させること
のできる重錘落下式坑井内震源を開発した(特開平5−
203759号)。この坑井内震源は、重錘重量や落下
距離を大きくしたりスプリングなどで駆動することで落
下エネルギーを大きくでき、その結果、小さなケーシン
グ口径でも比較的大きな起振力を発生させるとができ、
また発生する振動は高周波成分を多く含むため、分解能
が向上するなどの利点がある。The inventor of the present invention has previously laminated a large number of metal annular plates and elastic members such as rubber O-rings and wave washers alternately, and dropped a weight toward the laminated portion to strike. By applying force, the elastic member is deformed and water in the hole between the annular plates is discharged outward, and a weight falling downhole hypocenter that can generate elastic waves on the hole wall was developed ( Japanese Patent Laid-Open No. 5-
203759). The hypocenter in the wellbore can increase the fall energy by increasing the weight and fall distance of the weight or by driving it with a spring, etc., and as a result, a relatively large vibration force can be generated even with a small casing diameter,
Further, since the generated vibration contains many high frequency components, there is an advantage that the resolution is improved.
【0007】[0007]
【発明が解決しようとする課題】この坑井内震源は非常
に有効である。しかし石油探査などの分野では、起振力
を更に大きくしたいという要望がある。そこで、起振力
を更に大きくするため、円環板の積層枚数を増加させて
試作検討を進めた結果、積層枚数が一定枚数以上になる
と、それ以上円環板の積層枚数を増やしても振動発生効
率は向上しないことが判明した。つまり上記重錘落下方
式の坑井内震源では、従来の震源に比べて格段に起振力
が向上するものの、一定の限界があった。その原因につ
いて種々検討した結果、積層する円環板間に弾性部材を
介在させているため、積層枚数が多くなると、打撃力が
伝達される間に減衰するためと考えられる。This hypocenter is very effective. However, in fields such as petroleum exploration, there is a demand to further increase the vibrating force. Therefore, in order to further increase the vibrating force, the number of stacked annular plates was increased, and as a result of studying the prototype, as a result, when the number of stacked annular plates became a certain number or more, even if the number of stacked annular plates was further increased, the vibration was increased. It was found that the generation efficiency did not improve. In other words, in the downhole hypocenter of the above-mentioned weight falling type, although the excitation force is remarkably improved as compared with the conventional hypocenter, there is a certain limit. As a result of various studies on the cause, it is considered that since the elastic member is interposed between the annular plates to be laminated, when the number of laminated layers increases, the impact force is attenuated while being transmitted.
【0008】ところで起振力の大きな従来公知の震源と
しては火薬がある。火薬を使用すると、ボーリング孔間
距離が数百m程度でも弾性波は到達する。しかし火薬の
使用はボーリング孔壁の崩壊を招く問題がある。ボーリ
ング孔深部から浅部へ向かって起振点を順次移動させて
いくことは可能であるとしても、起振孔と受振孔を交換
して測定を行う場合、すでに起振孔が崩壊しているた
め、それを受振孔には使用できず、結局、必要な測定は
実施不可能となる。また火薬は使用上の制約が多く、特
に都市部では、火薬類の使用は殆ど不可能である。By the way, there is a gunpowder as a conventionally known epicenter having a large vibrating force. When gunpowder is used, elastic waves reach even when the distance between the boring holes is about several hundred meters. However, the use of gunpowder has a problem of causing collapse of the borehole wall. Although it is possible to move the exciter point sequentially from the deeper part to the shallower part of the boring hole, when exchanging the excitable hole and the receiving hole for measurement, the excitable hole has already collapsed Therefore, it cannot be used for the receiving hole, and as a result, necessary measurement cannot be performed. In addition, explosives have many restrictions on use, and it is almost impossible to use explosives, especially in urban areas.
【0009】本発明の目的は、上記のような従来技術の
欠点を解消し、小さなボーリング口径でも極めて大きな
起振力が得られ、高周波成分を含むため分解能が高く、
安全で且つ使い易い坑井内震源を提供することである。SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned drawbacks of the prior art, to obtain an extremely large vibrating force even with a small bore diameter, and to include a high-frequency component to provide high resolution.
It is to provide a safe and easy to use downhole hypocenter.
【0010】[0010]
【課題を解決するための手段】本発明に係る坑井内震源
は、多数の板材を弾性部材を介して積層した積層部を有
し、該積層部に対してその積層方向に打撃力を付与する
ことにより起振させる方式を前提としている。本発明の
特徴は、上記のような積層部を複数個、空気溜まりを有
する連結部を介して積層方向に配設し、各積層部の一方
の端面にそれぞれ打撃板を設け、各打撃板間を打撃ロッ
ドで連絡させた複数段型の構造にある。例えば板材及び
弾性部材をそれぞれリング状として、その中央穴に支柱
を挿通することにより、面内の動きを規制するように組
み立てることができる。積層部の配設個数は2個(2
段)以上任意であるが、7段程度がよい。An underground seismic source according to the present invention has a laminated portion in which a number of plate members are laminated via an elastic member, and applies a striking force to the laminated portion in the laminating direction. It is premised on a method of causing vibration. The feature of the present invention is that a plurality of the above-mentioned laminated portions are arranged in the laminating direction via a connection portion having an air pocket, and a striking plate is provided on one end face of each of the laminated portions, and between each striking plate. Are connected by a striking rod. For example, it is possible to assemble the plate member and the elastic member in a ring shape, and insert the support column through the center hole so as to restrict the movement in the plane. The number of stacked parts is two (2
Step) The above is optional, but preferably about 7 steps.
【0011】ここで弾性部材は例えばゴム状物質からな
るリング(例えば断面円形のOリングや断面矩形のゴム
ブッシュ)、あるいはバネ性を有する波座金(ウエーブ
・ワッシャ)等からなり、各積層部は10枚程度の金属
製円環板を弾性部材を介して積層した構造とする。各積
層部間の連結部は、内部が空気溜まりとなる有蓋筒状部
材で構成し、該有蓋筒状部材を前記支柱に固定するよう
な構造とする。積層部の上方には、重錘の引上げ保持・
解放機構を設ける。自然落下を利用した方式でもよい
が、重錘に下向きの弾撥力を付与するスプリング機構を
組み込んで強制落下させると、より一層起振力が高くな
り好ましい。The elastic member is made of, for example, a ring made of a rubber-like substance (for example, an O-ring having a circular cross section or a rubber bush having a rectangular cross section), a wave washer having a spring property (wave washer), or the like. A structure in which about ten metal annular plates are laminated via an elastic member. The connecting portion between the laminated portions is formed of a covered cylindrical member whose inside is an air reservoir, and has a structure in which the covered cylindrical member is fixed to the column. Above the stacking part, pull up and hold the weight
A release mechanism is provided. Although a method using a natural fall may be used, it is preferable to incorporate a spring mechanism for imparting a downward elastic force to the weight and forcefully drop the weight to further increase the vibrating force.
【0012】[0012]
【作用】重錘落下による打撃力は、打撃ロッドによって
次の打撃板に直接伝達されるため、各積層部には同時に
打撃力が加わる。この打撃力によって弾性部材が急激に
変形し、板材と弾性部材からなる各積層部は積層方向に
収縮する。これによって板材間に存在していた孔内水が
急激に外向きに押し出され、孔壁に弾性波が発生する。
各積層部における板材の積層枚数を、打撃力が有効に伝
達される程度に制限しておくことで、各積層部全体が起
振に有効に寄与する。そのような積層部が複数存在する
ことで、全起振力は向上する。The striking force due to the falling of the weight is directly transmitted to the next striking plate by the striking rod, so that the striking force is simultaneously applied to each laminated portion. The striking force causes the elastic member to be rapidly deformed, and each laminated portion including the plate member and the elastic member contracts in the laminating direction. As a result, water in the holes existing between the plate members is rapidly pushed outward, and elastic waves are generated on the hole walls.
By limiting the number of laminated plate members in each laminated portion to such a degree that the impact force is effectively transmitted, the entire laminated portion effectively contributes to vibration generation. The total vibrating force is improved by the presence of a plurality of such laminated portions.
【0013】積層部間の連結部に設けられている空気溜
まりは、その下方の打撃板を動き易くし打撃効率の低下
を防止する機能を果たす。もし空気溜まりが無いと、打
撃板の変位により外部から孔内水を引き込むことにな
り、打撃板の変位が阻害され打撃効率が低下することに
なる。[0013] The air pocket provided at the connection between the laminated portions facilitates movement of the striking plate therebelow, and serves to prevent a drop in striking efficiency. If there is no air pocket, water in the hole is drawn in from the outside by the displacement of the striking plate, and the displacement of the striking plate is hindered, and the striking efficiency is reduced.
【0014】[0014]
【実施例】図1は本発明に係る坑井内震源の基本構成と
動作を示す説明図である。この実施例は2段型の場合で
あり、2個の積層部10a,10bを軸方向に配設した
ものである。下段の積層部10aは、多数枚の金属製の
円環板12aとゴム製Oリング14とを交互に積層した
構成であり、上段の積層部10bも、同様に金属製の円
環板12bとゴム製Oリング14とを交互に積層した構
成である。下段と上段の積層部10a,10bの間には
空気溜まり16を有する連結部18を介装する。そして
両積層部10b,10aの上端にはそれぞれ上段用打撃
板20及び下段用打撃板21が位置し、それらの間は剛
性に富む複数本の下段用打撃ロッド22で連絡する。積
層部10a,10bあるいは上段及び下段用の打撃板2
0,21等は、それらの中央の穴を支柱24が貫通する
ことで、面内方向の動きの規制がなされ、下端の支持体
26上で保持される。なお、図示されていないが、上段
用打撃板20に対して打撃力を付与する機構を設ける。
これは例えば重錘の落下を利用したものでよい。FIG. 1 is an explanatory view showing the basic configuration and operation of a hypocenter within a wellbore according to the present invention. This embodiment is a two-stage type, in which two laminated portions 10a and 10b are arranged in the axial direction. The lower stacked portion 10a has a configuration in which a large number of metal annular plates 12a and rubber O-rings 14 are alternately stacked, and the upper stacked portion 10b also has the same configuration as the metal annular plate 12b. In this configuration, rubber O-rings 14 are alternately stacked. A connecting portion 18 having an air reservoir 16 is interposed between the lower and upper stacked portions 10a and 10b. An upper striking plate 20 and a lower striking plate 21 are located at the upper ends of both laminated portions 10b and 10a, respectively, and are connected by a plurality of lower striking rods 22 having high rigidity. Striking plate 2 for laminated portions 10a, 10b or upper and lower stages
With respect to 0, 21 and the like, the movement of the in-plane direction is performed by the column 24 penetrating through the center hole thereof, and is held on the support body 26 at the lower end. Although not shown, a mechanism for applying a striking force to the upper striking plate 20 is provided.
This may use, for example, the fall of a weight.
【0015】図1のAに示す状態から、重錘落下などに
より白抜き矢印方向に打撃力を付与すると、上段用打撃
板20のみならず、下段用打撃ロッド22によって下段
用打撃板21にも同時に打撃力が伝達される。すると図
1のBに示すように、その打撃力で各積層部10a,1
0bのゴム製Oリング14が急激に変形し、各積層部1
0a,10bはそれぞれ積層方向(矢印b方向)に全体
的に収縮する。これによって円環板12間に存在してい
る孔内水は外向き(白抜き矢印c方向)に押し出され、
孔壁(図示せず)に弾性波が発生することになる。When a striking force is applied in the outline arrow direction by dropping a weight or the like from the state shown in FIG. 1A, not only the upper striking plate 20 but also the lower striking plate 21 is struck by the lower striking rod 22. At the same time, the impact force is transmitted. Then, as shown in FIG. 1B, each of the laminated portions 10a, 1
0b of the rubber O-ring 14 is rapidly deformed,
Each of 0a and 10b contracts entirely in the laminating direction (the direction of arrow b). As a result, the water in the holes existing between the annular plates 12 is pushed outward (in the direction of the white arrow c),
An elastic wave will be generated on the hole wall (not shown).
【0016】図2は本発明に係る多段型坑井内震源の一
実施例を示す詳細図である。基本的な構成は前記図1と
ほぼ同様であるから、説明を分かりやすくするため対応
する部分に同一符号を付す。この坑井内震源は、中心に
位置する支柱24の下端に支持体26を固着し、その上
に最下段の積層部10a、連結部18、2段目の積層部
10bを順に配置する。その上方の積層部は、2段目の
積層部10bと同一構成とする。積層部の段数は、例え
ば7段とする。各積層部10a,10bの上端にはそれ
ぞれ打撃板21を載せ、それらの間に3本の打撃ロッド
22を対称的に配置する。従ってこれら3本の打撃ロッ
ド22は、積層部10bと連結部18を貫通している。
積層部10aは、10枚の金属製の円環板12aをゴム
製Oリング14を介して積層したものであり、積層部1
0bも、同様に10枚の金属製の円環板12bをゴム製
Oリング14を介して積層したものである。それらの積
層状態を、図3のAとBに分解斜視図として示す。最下
段の積層部10aを構成する円環板12aは単純な円環
状でよいが、上方の段の積層部10bを構成する円環板
12bは、前記のように3本の打撃ロッド22が貫通す
る関係上、それぞれ3個の穴40を対称位置に穿設して
ある。各穴40の内径は、打撃ロッド22の外径よりも
やや大きめであり、各円環板12bが積層方向に自由に
変位できるようになっている。FIG. 2 is a detailed view showing an embodiment of the multi-stage downhole hypocenter according to the present invention. Since the basic configuration is substantially the same as that of FIG. 1, corresponding portions are denoted by the same reference numerals for easy understanding. In this downhole hypocenter, a support 26 is fixed to the lower end of a column 24 located at the center, and the lowermost stacked portion 10a, the connecting portion 18, and the second stacked portion 10b are sequentially arranged thereon. The upper layered portion has the same configuration as the second layered portion 10b. The number of layers in the laminated portion is, for example, seven. A striking plate 21 is placed on the upper end of each of the laminated portions 10a and 10b, and three striking rods 22 are symmetrically arranged therebetween. Therefore, these three striking rods 22 penetrate through the laminated portion 10b and the connecting portion 18.
The laminated portion 10a is formed by laminating ten metal annular plates 12a via a rubber O-ring 14.
Similarly, 0b is obtained by laminating ten metal annular plates 12b via rubber O-rings 14. The lamination state is shown in FIGS. 3A and 3B as exploded perspective views. The annular plate 12a constituting the lowermost laminated portion 10a may be a simple annular shape, but the annular plate 12b constituting the uppermost laminated portion 10b is penetrated by the three striking rods 22 as described above. For this reason, three holes 40 are formed at symmetrical positions. The inner diameter of each hole 40 is slightly larger than the outer diameter of the striking rod 22, so that each annular plate 12b can be freely displaced in the stacking direction.
【0017】連結部18は有蓋筒状部材からなり、その
蓋部に3個の穴が設けられ、各穴の周縁から下向きに小
筒部が延びていて、各小筒部を前記の打撃ロッド22が
貫通する構成である。このような有蓋筒状構造によって
連結部18の内側上方は密閉した空間となり、その内部
が空気溜まり16とする。この連結部18は、支柱24
の所定の位置で銅製リング19によって固定される。な
お、小筒部の内径は打撃ロッド22の外径よりもやや大
きめであり、該打撃ロッド22が軸方向に自由に変位で
きるようになっている。The connecting portion 18 is formed of a cylindrical member having a lid, and has three holes formed in the lid, and small cylinder portions extend downward from the periphery of each hole. 22 is penetrated. With such a covered cylindrical structure, the inside upper part of the connecting part 18 becomes a sealed space, and the inside is an air reservoir 16. This connecting portion 18 is
Is fixed by a copper ring 19 at a predetermined position. The inner diameter of the small cylindrical portion is slightly larger than the outer diameter of the striking rod 22, so that the striking rod 22 can be freely displaced in the axial direction.
【0018】中心の支柱24の上端は、上部保持体30
にネジ方式で接続され、該上部保持体30にはキャップ
部材32が取り付けられる。最上部打撃板20の上方に
は、各打撃ロッド22に丁度対応する位置にそれぞれ打
撃ロッド34が配置され、それらは上部保持体30を貫
通することで軸に垂直な面内での位置が規制されてい
る。各打撃ロッド34の上端には、共通の打撃体36が
載っており、上部保持体30とキャップ部材32で保持
されている。なお、上部保持体30やキャップ部材32
と打撃体36との間など、必要な各部所にはOリングシ
ールを配置して水密性を保っている。The upper end of the center support post 24 is
And a cap member 32 is attached to the upper holding body 30. Above the uppermost striking plate 20, striking rods 34 are respectively arranged at positions corresponding to the striking rods 22. The striking rods 34 penetrate the upper holding body 30 to regulate the position in a plane perpendicular to the axis. Have been. A common hitting body 36 is mounted on the upper end of each hitting rod 34, and is held by the upper holding body 30 and the cap member 32. The upper holder 30 and the cap member 32
O-ring seals are arranged at necessary places, such as between the striker 36 and the striking body 36, to maintain watertightness.
【0019】この装置において、打撃体36に白抜き矢
印a方向の打撃力を付与すると、その打撃力は全ての打
撃ロッド34に同時に伝わり、更に最上部打撃板20を
介して全ての打撃ロッド32にも同時に伝わる。それに
よって各積層部10a,10bでは、それらのゴム製O
リング14が急激に変形し、積層方向に同時に収縮す
る。これによって円環板12a間、及び円環板12b間
に存在する孔内水は外向きに急激に押し出され、孔壁に
弾性波が発生することになる。In this apparatus, when a striking force in the direction of the outline arrow a is applied to the striking body 36, the striking force is simultaneously transmitted to all the striking rods 34, and further, all striking rods 32 through the uppermost striking plate 20. It is transmitted to at the same time. As a result, in each of the laminated portions 10a and 10b, the rubber O
The ring 14 is rapidly deformed and contracts simultaneously in the stacking direction. As a result, the water in the holes existing between the annular plates 12a and between the annular plates 12b is rapidly pushed outward, and elastic waves are generated on the hole walls.
【0020】本発明の坑井内震源の最適構造を求めるた
め、種々の基礎的実験をした結果について述べる。図4
は1段の震源について、円環板の枚数と相対振幅の関係
を求めたものである。この結果から、円環板の枚数が1
0枚以上になると、相対振幅は飽和してしまい、枚数増
加の効果が生じない。これは円環板間に弾性部材を介在
させているため、積層枚数が多くなると、打撃力が伝達
される間に減衰するためと考えられる。従って、円環板
の寸法・形状や介在させる弾性部材の材質・構造などで
最適枚数は変わると考えられるが、いずれにしても最適
枚数より積層枚数を増やしても相対振幅は殆ど変化しな
い。次に、図5は積層部の段数と振幅比の関係を求めた
ものである。段数が増大するほど振幅比は大きくなる。
しかし、段数が多くなると、震源が長大になるため、震
源位置がある範囲をもつことになり測定精度が低下する
問題が生じる。そこで、実際には各積層部における円環
板の積層枚数を10枚とし、それを7段重ねる構造で実
用化を図っている。The results of various basic experiments for finding the optimal structure of the downhole hypocenter of the present invention will be described. FIG.
The figure shows the relationship between the number of circular plates and the relative amplitude for a single-stage epicenter. From this result, the number of annular plates is 1
If the number is zero or more, the relative amplitude is saturated, and the effect of increasing the number of sheets is not produced. This is presumably because the elastic member is interposed between the annular plates, so that when the number of laminations increases, the impact force is attenuated during transmission. Therefore, although the optimum number of sheets is considered to vary depending on the size and shape of the annular plate and the material and structure of the elastic member to be interposed, the relative amplitude hardly changes even if the number of laminated sheets is increased from the optimum number. Next, FIG. 5 shows the relationship between the number of stages of the laminated portion and the amplitude ratio. The amplitude ratio increases as the number of stages increases.
However, as the number of steps increases, the length of the epicenter increases, so that the location of the epicenter has a certain range, which causes a problem that measurement accuracy is reduced. Therefore, in practice, the number of the annular plates in each laminating portion is set to 10, and a structure in which the circular plates are stacked in seven stages is practically used.
【0021】発生した振動波形の一例を図6に示す。図
6のAは本発明装置による振動波形であり、10枚の円
環板を2.4mmの間隔で配置した積層部を3段に配列し
て、3.3kgの重錘を70cm自由落下させた時の観測デ
ータである。なお横軸の1目盛は5msecに相当する。比
較のため同じ条件で1段型坑井内震源(従って積層枚数
は30枚)によって得られる振動波形を図6のBに示
す。10枚の円環板からなる積層部を3段重ねにした本
発明装置で発生する振動の強さは、30枚の円環板から
なる積層部1段の装置で得られる振動の強さよりも1.
8倍程度大きくなり、振動発生効率は大幅に向上した。FIG. 6 shows an example of the generated vibration waveform. FIG. 6A shows a vibration waveform obtained by the apparatus according to the present invention, in which three stacked layers in which ten annular plates are arranged at an interval of 2.4 mm are arranged in three stages, and a 3.3 kg weight is dropped freely by 70 cm. It is the observation data at the time. One scale on the horizontal axis corresponds to 5 msec. For comparison, FIG. 6B shows a vibration waveform obtained by a one-stage type downhole hypocenter (therefore, the number of layers is 30) under the same conditions. The intensity of the vibration generated by the apparatus of the present invention in which the laminated portion composed of ten annular plates is stacked in three stages is higher than the intensity of the vibration obtained by the device of one laminated portion composed of 30 annular plates. 1.
It was about eight times larger, and the vibration generation efficiency was greatly improved.
【0022】本発明において積層部を構成する弾性部材
としては、ゴム製Oリング(断面円形)のほか、ゴムブ
ッシュのように断面矩形のものでもよい。衝撃によって
収縮変形し、その後元の形状に復帰しうるような材料で
あれば使用可能である。このようなゴム製リングは、そ
の全周にわたって高さが一定であるから積層し易い。ゴ
ム製リングに代えて金属製のバネ材なども使用可能であ
る。例えば、波座金でもよい。波座金は、弾性薄肉円環
板に波を付けた形状をなし、軸方向荷重を円周で平均に
受けるため小さいスペースの緩衝用として有効な機構部
品であり、一般にスペーサ用バネとして広く利用されて
いるものである。そのような市販品をそのまま使用する
ことができる。あるいは板バネなどでもよい。但し、波
座金を用いる場合、綺麗な積層状態を維持するために
は、積層方向と垂直な面内での位置規制のためにガイド
部材などの設置が必要となる。In the present invention, the elastic member constituting the laminated portion may be a rubber O-ring (circular in cross section) or a rectangular cross section such as a rubber bush. Any material can be used as long as it can be contracted and deformed by the impact and then returned to the original shape. Such a rubber ring is easy to be laminated because its height is constant over the entire circumference. A metal spring material or the like can be used instead of the rubber ring. For example, a wave washer may be used. Wave washer is a mechanical part which is effective for buffering small space because it has an elastic thin-walled annular plate with corrugated shape and receives axial load on the circumference in average.It is widely used as spring for spacer in general. Is what it is. Such commercially available products can be used as they are. Alternatively, a leaf spring or the like may be used. However, when a wave washer is used, in order to maintain a clean lamination state, it is necessary to provide a guide member or the like for position regulation in a plane perpendicular to the lamination direction.
【0023】通常、このような坑井内震源の上方には、
モータなどを備えた巻上げ機構を設け、下端に開閉自在
のフックを取り付けたワイヤを下ろし、そのフックで重
錘の上端把持部を掴み離し可能にした重錘落下機構を付
設する。その場合、重錘に下向きの弾撥力を付与するた
めのコイルスプリングなどを設けることもできる。これ
によって重錘を落下(自由落下又はスプリングの弾撥力
を利用した強制落下)させて、打撃体に必要な打撃力を
付与する。Usually, above such a downhole hypocenter,
A hoisting mechanism equipped with a motor and the like is provided, a wire with an openable / closable hook attached to the lower end is lowered, and a weight dropping mechanism is provided with which the upper end gripping portion of the weight can be grasped and released by the hook. In this case, a coil spring or the like for giving a downward elastic force to the weight may be provided. This causes the weight to fall (free fall or forced fall utilizing the resilience of a spring) to impart a necessary impact force to the impacting body.
【0024】以上、本発明の好ましい実施例について詳
述したが、本発明はこのような構成のみに限定されるも
のではない。積層部の設置個数は2個以上任意である。
1個の積層部における板材の積層枚数を10枚程度と
し、その積層部を7段程度設けるのが良好である。板材
の形状、打撃板や打撃ロッドの形状、打撃ロッドの配列
位置や配列個数なども適宜変更してよい。また連結部の
構造も、間に空気溜まりを設けて、下方の打撃板の変位
が阻害されないようになっていれば、適宜変更してよ
い。Although the preferred embodiment of the present invention has been described in detail, the present invention is not limited to only such a configuration. The number of the laminated portions may be set to two or more.
It is preferable that the number of laminated plate members in one laminated portion is about 10 and that the laminated portion is provided in about 7 steps. The shape of the plate material, the shape of the striking plate and the striking rod, the arrangement position and the number of striking rods, and the like may be appropriately changed. Further, the structure of the connecting portion may be appropriately changed as long as an air reservoir is provided therebetween so as not to hinder the displacement of the lower striking plate.
【0025】[0025]
【発明の効果】本発明は上記のように、多数の板材と弾
性部材とを交互に積層した積層部を、空気溜まりを有す
る連結部を介して複数個積層方向に配設し、各積層部の
一方の端面にそれぞれ打撃板を設けると共に各打撃板間
を打撃ロッドで連絡する構成としたから、各積層部には
同時に打撃力が加わり、弾性部材が急激に変形して各積
層部は積層方向に収縮し、板材の間に存在する孔内水を
外向きに放出して孔壁に大きな弾性波を発生させること
ができる。各積層部における板材の積層枚数を、打撃力
が有効に伝達される程度に制限し、そのような積層部を
複数配置できるため、各積層部全体が起振に有効に寄与
し全起振力は大きくなる。また各積層部間には空気溜ま
りが存在し、相互の積層部の収縮変形を阻害しないよう
になっているので、全体として振動発生効率が著しく向
上する。As described above, according to the present invention, a plurality of laminated portions in which a large number of plate members and elastic members are alternately laminated are arranged in a laminating direction via a connecting portion having an air pocket. The striking plate is provided on one end face of each of the striking plates, and the striking plates are connected by striking rods. , The water in the hole existing between the plate members is discharged outward, and a large elastic wave can be generated on the hole wall. The number of laminated sheets in each laminated portion is limited to such a degree that the impact force can be effectively transmitted, and a plurality of such laminated portions can be arranged. Becomes larger. In addition, since air pockets exist between the respective stacked portions so as not to hinder the shrinkage and deformation of the stacked portions, the vibration generation efficiency is significantly improved as a whole.
【0026】本発明の坑井内震源は、上記の効果によっ
て、小さなボーリング口径でも極めて大きな起振力が得
られ、高周波成分を含むため分解能が高くなる。それ
故、弾性波が遠くまで伝播し、孔間速度測定などを行う
場合は、孔間距離を大きくとることができ、少数のボー
リング孔を掘削するだけで、広い地盤にわたっての地盤
振動特性を正確に把握することが可能となる。また火薬
などを使用しないため、安全で且つ使い易く、孔壁を破
壊する虞もなく、例えばトモグラフィーの技法には最適
な坑井内震源である。Due to the above-mentioned effects, the downhole hypocenter according to the present invention can obtain an extremely large vibrating force even with a small bore diameter, and has a high resolution because it contains high frequency components. Therefore, when an elastic wave propagates far and the speed between holes is measured, the distance between holes can be increased, and the ground vibration characteristics over a wide ground can be accurately measured by excavating only a few boring holes. It becomes possible to grasp. Further, since explosives and the like are not used, it is safe and easy to use, and there is no danger of destroying the hole wall. For example, it is an optimal downhole hypocenter for tomography techniques.
【図1】本発明に係る坑井内震源の概略構成と動作を示
す説明図。FIG. 1 is an explanatory diagram showing a schematic configuration and operation of a wellbore hypocenter according to the present invention.
【図2】本発明に係る坑井内震源の一実施例を示す部分
断面図。FIG. 2 is a partial cross-sectional view showing one embodiment of a downhole hypocenter according to the present invention.
【図3】その円環板とゴム製Oリングとの積層状況を示
す分解斜視図。FIG. 3 is an exploded perspective view showing a state of lamination of the annular plate and a rubber O-ring.
【図4】円環板の枚数と相対振幅の関係を示すグラフ。FIG. 4 is a graph showing the relationship between the number of annular plates and relative amplitude.
【図5】積層部の段数と振幅比との関係を示すグラフ。FIG. 5 is a graph showing a relationship between the number of stages of a laminated portion and an amplitude ratio.
【図6】坑井内震源による振動波形の一例を示す説明
図。FIG. 6 is an explanatory diagram showing an example of a vibration waveform caused by a downhole hypocenter.
10a,10b 積層部 12a,12b 円環板 14 ゴム製Oリング 16 空気溜まり 18 連結部 20,21 打撃板 22 打撃ロッド 10a, 10b Laminated part 12a, 12b Ring plate 14 Rubber O-ring 16 Air pocket 18 Connecting part 20, 21, Striking plate 22 Striking rod
Claims (3)
積層部を有し、該積層部に対してその積層方向に打撃力
を付与することにより起振させる坑井内震源において、
空気溜まりを有する連結部を介して複数の積層部を積層
方向に配設し、各積層部の一方の端面にそれぞれ打撃板
を設けると共に各打撃板間を打撃ロッドで連絡したこと
を特徴とする複数段型坑井内震源。1. A downhole hypocenter having a laminated portion in which a large number of plate members are laminated via an elastic member, and applying a striking force to the laminated portion in a laminating direction to cause vibration.
A plurality of laminated portions are arranged in the laminating direction via a connecting portion having an air pocket, a striking plate is provided on one end surface of each laminated portion, and the striking plates are connected with each other by a striking rod. Multi-stage type downhole hypocenter.
リングとを交互に積層した構造であり、各積層部の中央
を支柱が縦貫し、連結部は内部が空気溜まりとなる有蓋
筒状部材からなり、該有蓋筒状部材が前記支柱に固定さ
れている請求項1記載の坑井内震源。2. Each of the laminated portions includes a metal annular plate and a rubber O
It is a structure in which rings and rings are alternately laminated, and a column vertically penetrates the center of each laminated portion, and the connecting portion is formed of a covered cylindrical member whose inside becomes an air reservoir, and the covered cylindrical member is fixed to the column. 2. The hypocenter in a downhole according to claim 1.
層した構造をなし、その積層部を7段配置した請求項2
記載の坑井内震源。3. Each laminated portion has a structure in which ten metallic annular plates are laminated, and the laminated portions are arranged in seven stages.
The wellhole hypocenter described.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27844294A JP2875172B2 (en) | 1994-10-18 | 1994-10-18 | Multi-stage downhole hypocenter |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP27844294A JP2875172B2 (en) | 1994-10-18 | 1994-10-18 | Multi-stage downhole hypocenter |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08114677A JPH08114677A (en) | 1996-05-07 |
| JP2875172B2 true JP2875172B2 (en) | 1999-03-24 |
Family
ID=17597404
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP27844294A Expired - Lifetime JP2875172B2 (en) | 1994-10-18 | 1994-10-18 | Multi-stage downhole hypocenter |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2875172B2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105244248B (en) * | 2015-10-26 | 2017-02-01 | 西北核技术研究所 | Radial structure continuous wave terahertz oscillator |
-
1994
- 1994-10-18 JP JP27844294A patent/JP2875172B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH08114677A (en) | 1996-05-07 |
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