JPH08201527A - Formation elastic wave automatic generation method and device - Google Patents
Formation elastic wave automatic generation method and deviceInfo
- Publication number
- JPH08201527A JPH08201527A JP1360895A JP1360895A JPH08201527A JP H08201527 A JPH08201527 A JP H08201527A JP 1360895 A JP1360895 A JP 1360895A JP 1360895 A JP1360895 A JP 1360895A JP H08201527 A JPH08201527 A JP H08201527A
- Authority
- JP
- Japan
- Prior art keywords
- hammer
- striking
- impact
- thick plate
- elastic wave
- 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.)
- Pending
Links
Landscapes
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
- Geophysics And Detection Of Objects (AREA)
Abstract
(57)【要約】
【目的】 地層調査のため浅層反射法を効率的に全自動
で行う地層弾性波自動発生方法及び装置をを提供する。
【構成】 地盤表面Gに敷置する厚手木製板11と、当
該厚手木製板11の凹陥片端面11aを叩打する打撃ハ
ンマー12と、打撃ハンマー12を円弧運動させるハン
マー回転機構7と、当該打撃ハンマー12を自由落下円
弧運動の上限開始位置まで持ち上げる流体圧作動のハン
マー振り上げ機構8と、打撃ハンマー12自由落下円弧
運動の上限開始位置に設置したハンマー保持機構9と、
打撃ハンマー12自由落下円弧運動を緩停止させるハン
マーブレーキ機構10と、厚手木製板11凹陥片端面1
1aの打撃検出センサ33と、ボンベBと、一連の打撃
動作を連続シーケンス制御する制御装置Dとを備えるこ
とを特徴とする。
(57) [Abstract] [Purpose] To provide a method and apparatus for automatically generating formation elastic waves that efficiently and fully perform the shallow reflection method for surveying formations. [Structure] A thick wooden board 11 laid on the ground surface G, a hammer 12 for hammering the end surface 11a of the recessed portion of the thick wooden board 11, a hammer rotating mechanism 7 for moving the hammer 12 in an arc, and the hammer. A hydraulic pressure-operated hammer swing-up mechanism 8 that lifts 12 to the upper limit start position of the free-fall arc motion; and a hammer holding mechanism 9 installed at the upper limit start position of the impact hammer 12 free-fall arc motion.
Striking hammer 12 Hammer brake mechanism 10 for gently stopping the free-falling arc motion, and thick wooden board 11 concave piece end surface 1
1a, a bomb detection sensor 33, a cylinder B, and a control device D that continuously controls a series of striking operations.
Description
【0001】[0001]
【産業上の利用分野】本発明は、非開削の推進工法やシ
ールド工法などの土木工事を施工する際に、事前に実施
する地層調査の一つである浅層反射法に係り、交通量の
多い都市内のアスファルト路面上の探査に適し、安定し
た弾性波(横波:S波)を地中に発生させる地層弾性波
発生方法及びその実施に直接使用する装置に関する。BACKGROUND OF THE INVENTION The present invention relates to the shallow reflection method, which is one of the geological surveys carried out in advance, when constructing civil engineering works such as non-excavation propulsion method and shield method. BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a formation elastic wave generation method suitable for exploration on an asphalt road surface in a large number of cities and generating stable elastic waves (transverse waves: S waves) in the ground, and a device directly used for the execution.
【0002】[0002]
【従来の技術】従来、地層境界を探査する浅層反射法で
は、弾性波を発生させる装置(以下、震源という)とし
て、図5に示すような地盤表面(地面)Gに設置した厚
手木製板1の片端面を人力によりハンマー2で打撃を加
えて弾性波を発生させる方法(以下、板たたき方式とい
う)がある。図中、3は重しである。2. Description of the Related Art Conventionally, in the shallow layer reflection method for exploring the boundary of a stratum, a thick wooden board installed on a ground surface (ground) G as shown in FIG. 5 is used as a device for generating elastic waves (hereinafter referred to as an epicenter). There is a method of hitting one end surface of No. 1 with a hammer 2 by human power to generate an elastic wave (hereinafter, referred to as a plate tapping method). In the figure, 3 is a weight.
【0003】また特開平5−40274号に開示され、
図6に示すような木製の厚板1と一対の電磁ハンマー
4,4を相向い合せに取付け、当該対向間の厚手木製板
1上に直立取付けられた被打撃板5に電磁力を利用して
打撃体6で打撃を加えることにより弾性波を発生させる
方法(以下、電磁ハンマー方式という)が用いられてい
る。Also disclosed in JP-A-5-40274,
A wooden plank 1 as shown in FIG. 6 and a pair of electromagnetic hammers 4, 4 are mounted face-to-face, and electromagnetic force is applied to a plate 5 to be hit upright mounted on the thick wooden plate 1 between the opposing faces. A method of generating elastic waves by hitting with a hitting body 6 (hereinafter referred to as an electromagnetic hammer method) is used.
【0004】[0004]
【発明が解決しようとする課題】前記板たたき方式に
は、動力源を人力に頼っているために、短時間の連続打
撃や長時間にわたる繰り返し作業、恒定打撃エネルギー
の一定維持が困難であるという欠点がある。In the plate tapping method, it is difficult to continuously hit for a short time, repeat work for a long time, and maintain constant constant hitting energy because the power source depends on human power. There are drawbacks.
【0005】また、前記電磁ハンマー方式においては、
本調査法に必要な打撃エネルギーを得るためには、打撃
装置そのものが大型化し、それに伴い、必然的に電源装
置も大型化する。よって、準備,後片付け,移動の携帯
性,道路上での短距離移動を伴う測定であるため作業性
が悪いといった欠点があった。Further, in the electromagnetic hammer system,
In order to obtain the impact energy required for this investigation method, the impact device itself must be increased in size, and the power supply device must be increased accordingly. Therefore, there are drawbacks such as poor workability because the measurement involves preparation, cleaning up, portability of movement, and short-distance movement on the road.
【0006】ここにおいて、本発明の解決すべき主要な
目的は、次の通りである。即ち、本発明の第1の目的
は、地層調査のため浅層反射法を効率的に行い得る地層
弾性波自動発生方法及び装置を提供せんとするものであ
る。Here, the main objects to be solved by the present invention are as follows. That is, the first object of the present invention is to provide a method and apparatus for automatically generating a formation elastic wave that can efficiently perform a shallow reflection method for a formation investigation.
【0007】本発明の第2の目的は、恒定打撃エネルギ
ーの一定維持を全自動連続繰り返し可能とする地層弾性
波自動発生方法及び装置を提供せんとするものである。A second object of the present invention is to provide a method and an apparatus for automatically generating a formation elastic wave, which makes it possible to maintain a constant constant hitting energy constant and continuously.
【0008】本発明の第3の目的は、現場での搬出,搬
入移動性と小規模作業性に優れる地層弾性波自動発生方
法及び装置を提供せんとするものである。A third object of the present invention is to provide a method and apparatus for automatically generating formation acoustic waves which are excellent in unloading and loading movability on site and small-scale workability.
【0009】本発明の第4の目的は、流体圧力作動方式
を利用した地層弾性波自動発生方法及び装置を提供せん
とするものである。A fourth object of the present invention is to provide a method and apparatus for automatically forming a formation elastic wave using a fluid pressure operating method.
【0010】本発明の第5の特徴は、打撃ハンマーの二
度打ちを防止して、雑音の発生を可及的に阻止し、測定
の精度を高めた地層弾性波自動発生方法及び装置を提供
せんとするものである。・A fifth feature of the present invention is to provide a method and an apparatus for automatically generating a formation elastic wave, which prevents double impact of a hammer and prevents generation of noise as much as possible to improve measurement accuracy. It is something to do.・
【0011】本発明の第6の特徴は、打撃ハンマーによ
る一連の打撃動作をプログラミング制御可能とする地層
弾性波自動発生方法及び装置を提供せんとするものであ
る。A sixth feature of the present invention is to provide a method and an apparatus for automatically generating a formation elastic wave that enables programming control of a series of striking motions by a striking hammer.
【0012】本発明のその他の目的は、明細書、図面、
特に特許請求の範囲の記載から自ずと明らかとなろう。Other objects of the present invention include the specification, drawings,
In particular, it will be apparent from the description of the claims.
【0013】[0013]
【課題を解決するための手段】前記課題の解決は、本発
明が次に列挙する新規な特徴的手法及び手段を採用する
ことにより前記目的を達成する。即ち、本発明方法の第
1の特徴は、地盤表面に敷設した厚手板の上方におい
て、まず、ハンマーアーム基端を中心に適宜動力にて打
撃ハンマーを重力に抗して一定高さの上限位置まで持ち
上げ、次いで、当該上限位置にて当該打撃ハンマーを一
旦停止する保持力を付勢するとともに、前記動力による
持ち上げ力を解除し、引続き、当該保持力を解除して前
記ハンマーアーム基端を中心に当該打撃ハンマーに自由
落下円弧運動を起生せしめ、終には、円弧慣性落下する
当該ハンマーで前記厚手板片端面を叩打し、さらに、当
該打撃ハンマーの反作用跳ね返り力を緩衝吸収する制動
力を付勢してその後解除し、当該一連の動作を通して前
記厚手板と前記地盤表面との間に生じる剪断力により地
中に弾性横波を強制的に発生させてなる地層弾性波自動
発生方法にある。In order to solve the above-mentioned problems, the above-mentioned object is achieved by adopting the novel characteristic methods and means listed in the following by the present invention. That is, the first feature of the method of the present invention is that, above the thick plate laid on the ground surface, first, the impact hammer is urged against the gravitational force by an appropriate power centering on the base end of the hammer arm to the upper limit position of a certain height. Up to the upper limit position and then urging a holding force to temporarily stop the impact hammer at the upper limit position, cancel the lifting force by the power, and then release the holding force to center the hammer arm base end. To cause a free-falling arc motion on the impact hammer, and at the end, tap the thick plate one end surface with the hammer that arc-inertically falls, and further, a braking force that buffers and absorbs the reaction rebound force of the impact hammer. The formation elastic wave itself is generated by forcibly generating elastic transverse waves in the ground by the shearing force generated between the thick plate and the ground surface through the series of operations. In the generation method.
【0014】本発明方法の第2の特徴は、前記本発明方
法の第1の特徴における適宜動力と保持力と制動力が、
油圧や空気圧や水圧等の流体圧力である地層弾性波自動
発生方法にある。The second feature of the method of the present invention is that the appropriate power, holding force and braking force in the first feature of the method of the present invention are:
It is a method for automatically generating formation elastic waves that is fluid pressure such as hydraulic pressure, air pressure, and water pressure.
【0015】本発明方法の第3の特徴は、前記本発明方
法の第1又は第2の特徴における厚手板と打撃ハンマー
が、木製又はプラスチック製である地層弾性波自動発生
方法にある。The third feature of the method of the present invention resides in the method for automatically generating formation acoustic waves in which the thick plate and the impact hammer in the first or second feature of the method of the present invention are made of wood or plastic.
【0016】本発明方法の第4の特徴は、前記本発明方
法の第1,第2又は第3の特徴における一連の動作が、
連続的に繰り返してなる地層弾性波自動発生方法にあ
る。A fourth feature of the method of the present invention is that the series of operations in the first, second or third feature of the method of the present invention is
It is an automatic generation method of formation elastic waves that is continuously repeated.
【0017】本発明装置の第1の特徴は、地盤表面に敷
置する厚手板と、当該厚手板の片端面を叩打する打撃ハ
ンマーと、当該打撃ハンマーを円弧運動させるハンマー
回転機構と、当該打撃ハンマーを自由落下円弧運動の上
限開始位置まで持ち上げる流体圧作動のハンマー振り上
げ機構と、打撃ハンマー自由落下円弧運動の上限開始位
置に設置したハンマー保持機構と、打撃ハンマー自由落
下円弧運動を緩停止させるハンマーブレーキ機構と、前
記厚手板片端面の打撃検出センサと、圧力供給源と、一
連の打撃動作を連続シーケンス制御する制御装置と、を
備えてなる地層弾性波自動発生装置にある。The first feature of the device of the present invention is that a thick plate laid on the surface of the ground, a striking hammer that strikes one end face of the thick plate, a hammer rotating mechanism that causes the striking hammer to move in an arc, and the striking. Fluid-powered hammer swing-up mechanism that lifts the hammer to the upper limit start position of the free-fall arc motion, hammer holding mechanism installed at the upper-limit start position of the impact hammer free-fall arc motion, and hammer that gently stops the impact hammer free-fall arc motion. A stratum elastic wave automatic generation device includes a brake mechanism, a hit detection sensor for one end face of the thick plate, a pressure supply source, and a control device that continuously controls a series of hit operations.
【0018】本発明装置の第2の特徴は、前記本発明装
置の第1の特徴における打撃ハンマーとハンマー回転機
構とハンマー振り上げ機構とハンマー保持機構とハンマ
ーブレーキ機構と打撃検出センサと圧力供給源が、厚手
板上に搭載してなる地層弾性波自動発生装置にある。A second feature of the device of the present invention is that the impact hammer, the hammer rotation mechanism, the hammer swing-up mechanism, the hammer holding mechanism, the hammer brake mechanism, the impact detection sensor and the pressure supply source in the first feature of the device of the present invention are provided. , It is an automatic formation device for elastic waves formed on a thick plate.
【0019】本発明装置の第3の特徴は、前記本発明装
置の第1又は第2の特徴におけるハンマー回転機構が、
相対峙並立した左右サイドフレームの上端部間に亙り両
端を回転自在に貫通支承した回転シャフトにハンマーア
ーム基端を固着してなる地層弾性波自動発生装置にあ
る。A third feature of the device of the present invention is that the hammer rotating mechanism according to the first or second feature of the device of the present invention is
There is an automatic formation elastic wave generation device in which a hammer arm base end is fixed to a rotary shaft which is rotatably supported at both ends between upper ends of left and right side frames which are arranged side by side.
【0020】本発明装置の第4の特徴は、前記本発明装
置の第1,第2又は第3の特徴におけるハンマー振り上
げ機構が、シリンダ設置台に尾端を枢支したシリンダに
出没往復滑動自在に内挿したロッドを左右サイドフレー
ム間中央に回転自在に配架したガイド筒に案内規制自在
に内通する一方、ハンマー回転機構の前記回転シャフト
に一端を片持固着した押上板に前記ロッドのヘッドを当
接自在に臨ませてなる地層弾性波自動発生装置にある。A fourth feature of the device of the present invention is that the hammer swing-up mechanism according to the first, second or third feature of the device of the present invention is slidable in and out of a cylinder whose tail end is pivotally supported by a cylinder installation base. The rod inserted inside is inserted into a guide tube that is rotatably mounted in the center between the left and right side frames so as to be guided and regulated, while the rod is attached to a push-up plate whose one end is cantilevered to the rotary shaft of the hammer rotation mechanism. This is an automatic formation device for elastic waves in which the head is allowed to abut freely.
【0021】本発明装置の第5の特徴は、前記本発明装
置の第1,第2,第3又は第4の特徴におけるハンマー
保持機構が、左右両サイドフレーム上端前縁間に亙り葺
架した天井板片軒下に、上限に持来したハンマーアーム
に貫設するピン孔に貫入自在に臨ませた保持ピンを出没
往復動自在に設けた流体圧作動のシリンダを配架してな
る地層弾性波自動発生装置にある。A fifth feature of the device of the present invention is that the hammer holding mechanism according to the first, second, third or fourth feature of the device of the present invention is suspended between the upper edges of the left and right side frames. Under the ceiling plate, the formation elastic wave is constructed by arranging a fluid pressure operated cylinder with a holding pin that is inserted into and retracted from a pin hole that penetrates the hammer arm that is brought up to the upper limit, and that is retractable. It is in an automatic generator.
【0022】本発明装置の第6の特徴は、前記本発明装
置の第1,第2,第3,第4又は第5の特徴におけるハ
ンマーブレーキ機構が、厚手板の凹陥片端面を叩打する
下限位置に落下到来した打撃ハンマーを、叩打直後に押
圧制動自在に臨ませたブレーキパッドを固着するロッド
を出没往復滑動自在に内挿した流体圧作動のシリンダを
凹陥部片側に配設してなる地層弾性波自動発生装置にあ
る。A sixth feature of the device of the present invention is the lower limit of the hammer brake mechanism according to the first, second, third, fourth or fifth feature of the device of the present invention, which taps the end face of the concave recess of the thick plate. A striking hammer that has fallen to a position is pressed and pressed immediately after striking, and a rod for fixing a brake pad is inserted and retracted. It is in an elastic wave automatic generator.
【0023】[0023]
【作用】本発明は、前記のような新規な手法及び手段を
講じたので、次のような性能を有している。 (1)ハンマー回転機構の働きで、打撃ハンマーを自由
落下円弧運動させ、それによって打撃を行っているの
で、安定した打撃エネルギーが得られる。The present invention has the following performances since it takes the novel method and means as mentioned above. (1) The hammer rotating mechanism causes the striking hammer to move in a free-falling arc, and the striking is performed thereby, so that stable striking energy can be obtained.
【0024】(2)ハンマーブレーキ機構によって打撃
ハンマーを緩停止させ、二度打ちの防止,ノイズ発生の
抑制を行う。 (3)流体圧の圧力供給源にボンベ等を使用することに
より、一体化構造に出来る。 (4)長時間の安定した連続繰り返し打撃が可能であ
る。(2) The hammer brake mechanism is used to gently stop the impact hammer to prevent double impacts and suppress noise generation. (3) An integrated structure can be obtained by using a cylinder or the like as a fluid pressure source. (4) Stable continuous repeated impact for a long time is possible.
【0025】[0025]
(装置例1)以下、本発明の第1装置例を図面に基づい
て説明する。図1は本装置例の地層弾性波自動発生装置
の構成図、図2乃至4は装置本体の説明図であって、図
2は装置本体の平面図,図3は装置本体の側面図,図4
は装置本体の背面図である。(Device Example 1) A first device example of the present invention will be described below with reference to the drawings. FIG. 1 is a block diagram of an automatic formation apparatus of formation elastic wave of this device example, FIGS. 2 to 4 are explanatory views of the device body, FIG. 2 is a plan view of the device body, FIG. 3 is a side view of the device body, and FIG. Four
FIG. 3 is a rear view of the device body.
【0026】本装置例は、装置本体AとボンベBとバル
ブケースCと制御装置Dから構成され、装置本体Aは、
ハンマー回転機構7、ハンマー振り上げ機構8、ハンマ
ー保持機構9、ハンマーブレーキ機構10の4つを使っ
て厚手木製板11を打撃ハンマー12で打撃し、その時
に発生する打撃力を厚手木製板11と地面Gの間に生じ
る剪断力により地中へ伝達し、該地層に弾性波を発生す
る装置である。本装置例は厚手木製板11上に各機器を
搭載したものである。This example of the apparatus comprises an apparatus main body A, a cylinder B, a valve case C and a controller D, and the apparatus main body A is
The thick wooden board 11 is struck by the hammer 12 using the hammer rotation mechanism 7, the hammer swing-up mechanism 8, the hammer holding mechanism 9, and the hammer brake mechanism 10, and the impact force generated at that time is applied to the thick wooden board 11 and the ground. It is a device that transmits to the ground by the shearing force generated between G and generates elastic waves in the stratum. In this device example, each device is mounted on a thick wooden board 11.
【0027】ハンマー回転機構7は、打撃ハンマー1
2、及び打撃ハンマー12を先端に取付ける並行ハンマ
ーアーム13、並行ハンマーアーム13基端を固定する
回転シャフト14から構成される。当該回転シャフト1
4は、厚手木製板11上に一体敷載した基盤15上に後
傾並立した左右一対のサイドフレーム16,17上端部
間に亙り両端を回転自在に貫通支承してなる。The hammer rotating mechanism 7 includes the hammer 1
2 and a parallel hammer arm 13 to which the impact hammer 12 is attached at the tip, and a rotary shaft 14 for fixing the base end of the parallel hammer arm 13 to each other. The rotating shaft 1
4 is rotatably supported at its both ends between a pair of left and right side frames 16 and 17 which are tilted side by side on a base 15 integrally laid on a thick wooden board 11.
【0028】ハンマー振り上げ機構8は、打撃ハンマー
12を自由落下円弧運動の上限開始位置まで動かす為の
シリンダ18、シリンダ18に出没往復滑動自在に取付
けるロッド19、また、シリンダ18の二股尾端8aを
枢支するためのシリンダ設置台20のブラケット21、
枢軸22から構成されている。なお、打撃ハンマー12
は木製である。なお、打撃ハンマー12の材質はプラス
チックでも良い。The hammer swing-up mechanism 8 includes a cylinder 18 for moving the hammer 12 to the upper limit start position of the free fall arc motion, a rod 19 reciprocally slidably mounted on the cylinder 18, and a forked tail end 8a of the cylinder 18. A bracket 21 of the cylinder installation table 20 for pivoting,
It is composed of a pivot 22. The hammer 12
Is wooden. The material of the hammer 12 may be plastic.
【0029】ロッド19は、ガイド筒23に案内規制自
在に内通し、当該ガイド筒23は両側から延出した左右
ウイングシャフト24,24を左右サイドフレーム1
6,17の中間部間に亘り両端を回転自在に貫通支承す
るとともに、ロッド19の外端にT形に取付けたヘッド
19aを回転シャフト14の中央部に基端を側面所要斜
角度を持たせて片持固着したT字形押上板25に当接自
在に臨ませてなる。The rod 19 is inserted into the guide cylinder 23 so as to be guided and regulated, and the guide cylinder 23 has left and right wing shafts 24 and 24 extending from both sides thereof.
Both ends are rotatably supported through the intermediate portions of 6, 17 and a head 19a having a T-shape attached to the outer end of the rod 19 is provided at the center of the rotary shaft 14 with the base end having a required side surface inclination angle. And a cantilevered T-shaped push-up plate 25 is abutted against it.
【0030】また、ハンマー保持機構9は、打撃ハンマ
ー12を上限開始位置に保持するための保持ピン26、
保持ピン26を動かす為のシリンダ27、及びこれらを
片側軒下に固定する天井板28から構成されている。当
該天井板28は、左右サイドフレーム16,17の水平
上端16a,17a先縁間に亙り葺架してなる。Further, the hammer holding mechanism 9 has a holding pin 26 for holding the hammer 12 at the upper limit start position,
It is composed of a cylinder 27 for moving the holding pin 26, and a ceiling plate 28 for fixing these under one side eaves. The ceiling plate 28 is suspended between the horizontal upper ends 16a and 17a of the left and right side frames 16 and 17 and the leading edges thereof.
【0031】ハンマーブレーキ機構10は、図3に示す
よう厚手木製板11の凹陥片端面11aを叩打する基盤
15の凹陥片端面15aの下限位置に落下到来する打撃
ハンマー12を、叩打直後に押圧制動自在に臨ませたブ
レーキパッド29を外端に固着するロッド30を出没往
復滑動自在に内挿した流体圧作動のシリンダ31と、打
撃ハンマー12の片側面に添着する被検出片32を相対
検出する打撃検出センサ33とを凹陥部11b,15b
の左右並突部11c,11d,15c,15d片側上に
それぞれ配設して構成されている。As shown in FIG. 3, the hammer brake mechanism 10 presses and brakes the impact hammer 12 immediately after the impact on the impact hammer 12 which has fallen to the lower limit position of the recessed edge end face 15a of the base 15 for impacting the concave edge end face 11a of the thick wooden board 11. A hydraulic pressure-operated cylinder 31 in which a rod 30 for freely fixing a brake pad 29 fixed to the outer end is retractably slidably inserted and a detected piece 32 attached to one side surface of the hammer 12 are detected relative to each other. The hit detection sensor 33 and the concave portions 11b and 15b
The left and right parallel protrusions 11c, 11d, 15c, and 15d are arranged on one side of each.
【0032】(方法例)当該本装置に適用する本発明の
方法例の実行手順を段階的に順次説明する。 (1)まず、シリンダ18によってロッド19がガイド
筒23に案内規制されて伸ばされ、ロッド19のヘッド
19aが押上板25下面に当接して重力に抗して押上
げ、これと一体の回転シャフト14の回転とともに並行
ハンマーアーム13を持ち上げ、同時に並行ハンマーア
ーム13に取付けてある打撃ハンマー12も振り上げら
れる。(Method Example) The execution procedure of the method example of the present invention applied to the present apparatus will be described step by step. (1) First, the rod 19 is extended by being guided and regulated by the guide cylinder 23 by the cylinder 18, and the head 19a of the rod 19 abuts against the lower surface of the push-up plate 25 and pushes up against gravity, and the rotary shaft integral with this. With the rotation of 14, the parallel hammer arm 13 is lifted, and at the same time, the impact hammer 12 attached to the parallel hammer arm 13 is also swung up.
【0033】(2)並行ハンマーアーム13及び打撃ハ
ンマー12が自由落下円弧運動の上限開始位置まで持ち
上げられると、シリンダ27が保持ピン26を伸ばし、
並行ハンマーアーム13にある図示しないピン孔に入
り、並行ハンマーアーム13は定位置で保持固定され
る。 (3)シリンダ18によってロッド19が縮められ、ロ
ッド19のヘッド19aと押上板25は離れる。(2) When the parallel hammer arm 13 and the impact hammer 12 are lifted to the upper limit start position of the free-falling arc motion, the cylinder 27 extends the holding pin 26,
The parallel hammer arm 13 enters a pin hole (not shown) in the parallel hammer arm 13, and the parallel hammer arm 13 is held and fixed at a fixed position. (3) The rod 19 is contracted by the cylinder 18, and the head 19a of the rod 19 and the push-up plate 25 are separated from each other.
【0034】(4)次に、シリンダ27によって保持ピ
ン26が抜かれ、並行ハンマーアーム13は回転シャフ
ト18を中心に、打撃ハンマー12は自由落下を始め、
終には、厚手木製板11の凹陥片端面11aを打撃す
る。(4) Next, the holding pin 26 is pulled out by the cylinder 27, the parallel hammer arm 13 centers on the rotary shaft 18, and the hammer 12 begins to fall freely.
Finally, the recessed piece end surface 11a of the thick wooden board 11 is hit.
【0035】(5)基盤15の右並突部15dと打撃ハ
ンマー12にそれぞれ設置取付けてある打撃検出センサ
23と被検出片32によって打撃の瞬間が感知でき、そ
れによってブレーキシリンダ31が作動し、ブレーキパ
ッド29が、打撃後、跳ね返ってきた打撃ハンマー12
を押圧制動して緩停止させ、打撃ハンマー12の二度打
ちを防止する。(5) The moment of impact can be sensed by the impact detection sensor 23 and the detected piece 32, which are installed and attached to the right parallel protrusion 15d of the base 15 and the impact hammer 12, respectively, whereby the brake cylinder 31 operates, Brake pad 29 hits hammer 12 that has rebounded after being hit
Is pressed and braked to stop gently, preventing double impact of the hammer 12.
【0036】その後、ブレーキパッド29を引放して、
前記(1)段階の振り出しに戻り打撃を繰り返し、連続
的に地層弾性波を強制的に励起する。なお、この3つの
シリンダ18,27,31は厚手木製板11とは別に設
置した制御装置Dによってプログラミングシーケンス制
御される。また、3つのシリンダ18,27,31を駆
動する圧力供給源は、圧力ボンベB,空気圧配管,バル
ブケースCに内蔵された電磁バルブ等から構成される。Then, the brake pad 29 is released,
Returning to the step (1), the impact is repeated and the formation elastic wave is forcibly excited continuously. The three cylinders 18, 27 and 31 are programming sequence controlled by a control device D installed separately from the thick wooden board 11. The pressure supply source that drives the three cylinders 18, 27, 31 is composed of a pressure cylinder B, pneumatic piping, an electromagnetic valve built in the valve case C, and the like.
【0037】また、シリンダ18のロッド19のヘッド
19aを押上板25とピンで結合することによって、シ
リンダ18の押力により打撃させ、打撃エネルギーを制
御することも可能である。さらに、本実施例では厚手木
製板を専ら説明して来たが、厚手プラスチック製板でも
有効に実現可能である。Further, by connecting the head 19a of the rod 19 of the cylinder 18 to the push-up plate 25 with a pin, it is possible to strike with the pushing force of the cylinder 18 and control the striking energy. Further, although the thick wooden board has been exclusively described in the present embodiment, the thick plastic board can also be effectively realized.
【0038】[0038]
【発明の効果】かくして、本発明によれば次に列記する
優れた効果を奏する。すなわち、 (1)圧力供給源も厚手木製板上に搭載して、装置を一
体化できるので、移動の際の稼働,時間が削減できる。 (2)短時間の連続繰り返し打撃が可能なので測定能率
が向上する。 (3)自由落下円弧運動によって、一定打撃エネルギー
が維持でき、充分な到達距離も得られる。また、二度打
ち防止機構によって、測定データのS/N比が向上す
る。As described above, according to the present invention, the following excellent effects can be obtained. That is, (1) the pressure supply source can also be mounted on a thick wooden board to integrate the apparatus, and therefore, the operation and time at the time of movement can be reduced. (2) The measurement efficiency is improved because continuous repeated hits in a short time are possible. (3) A constant impact energy can be maintained and a sufficient reaching distance can be obtained by the free-falling arc motion. Further, the double hitting prevention mechanism improves the S / N ratio of the measurement data.
【図1】本発明の装置例に係る地層弾性波自動発生装置
の構成図である。FIG. 1 is a configuration diagram of a formation elastic wave automatic generator according to an example of the present invention.
【図2】同上における装置本体の平面図である。FIG. 2 is a plan view of the apparatus body of the above.
【図3】同上における装置本体の側面図である。FIG. 3 is a side view of the apparatus body of the above.
【図4】同上における装置本体の背面図である。FIG. 4 is a rear view of the apparatus body of the above.
【図5】従来技術の板たたき方式の説明図である。FIG. 5 is an explanatory diagram of a conventional plate tapping method.
【図6】従来技術の電磁ハンマー方式の説明図である。FIG. 6 is an explanatory diagram of a conventional electromagnetic hammer system.
A…装置本体 B…ボンベ C…バルブケース D…制御装置 G…地面 1,11…厚手木製板 2…ハンマー 3…重し 4…電磁ハンマー 5…被打撃板 6…打撃体 7…ハンマー回転機構 8…ハンマー振り上げ機構 9…ハンマー保持機構 10…ハンマーブレーキ機構 11a,15a…凹陥片端面 11b,15b…凹陥部 11c,11d,15c,15d…並突部 12…打撃ハンマー 13…並行ハンマーアーム 14…回転シャフト 15…基盤 16,17…サイドフレーム 16a,17a…水平上端 18,27,31…シリンダ 18a…二股尾端 19,30…ロッド 19a…ヘッド 20…シリンダ設置台 21…ブラケット 22…枢軸 23…ガイド筒 24…ウイングシャフト 25…押上板 26…保持ピン 28…天井板 29…パッド 32…被検出片 33…打撃検出センサ A ... Device body B ... Cylinder C ... Valve case D ... Control device G ... Ground 1, 11 ... Thick wooden board 2 ... Hammer 3 ... Weight 4 ... Electromagnetic hammer 5 ... Hit plate 6 ... Hitting body 7 ... Hammer rotation mechanism 8 ... Hammer raising mechanism 9 ... Hammer holding mechanism 10 ... Hammer brake mechanism 11a, 15a ... Recessed end face 11b, 15b ... Recessed portion 11c, 11d, 15c, 15d ... Parallel protrusion 12 ... Impact hammer 13 ... Parallel hammer arm 14 ... Rotating shaft 15 ... Base plate 16, 17 ... Side frame 16a, 17a ... Horizontal upper end 18, 27, 31 ... Cylinder 18a ... Forked tail end 19, 30 ... Rod 19a ... Head 20 ... Cylinder installation base 21 ... Bracket 22 ... Axis 23 ... Guide cylinder 24 ... Wing shaft 25 ... Push-up plate 26 ... Holding pin 28 ... Ceiling plate 29 ... Pad 32 ... Detected piece 33 ... Striking detection sensor
───────────────────────────────────────────────────── フロントページの続き (72)発明者 杉本 禎男 東京都千代田区内幸町1丁目1番6号 日 本電信電話株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Sadamoto Sadao 1-1-6 Uchisaiwaicho, Chiyoda-ku, Tokyo Nihon Telegraph and Telephone Corporation
Claims (10)
て、 まず、ハンマーアーム基端を中心に適宜動力にて打撃ハ
ンマーを重力に抗して一定高さの上限位置まで持ち上
げ、 次いで、当該上限位置にて当該打撃ハンマーを一旦停止
する保持力を付勢するとともに、前記動力による持ち上
げ力を解除し、 引続き、当該保持力を解除して前記ハンマーアーム基端
を中心に当該打撃ハンマーに自由落下円弧運動を起生せ
しめ、 終には、円弧慣性落下する当該打撃ハンマーで前記厚手
板片端面を叩打し、 さらに、当該打撃ハンマーの反作用跳ね返り力を緩衝吸
収する制動力を付勢してその後解除し、 当該一連の動作を通して前記厚手板と前記地盤表面との
間に生じる剪断力により地中に弾性横波を強制的に発生
させる、 ことを特徴とする地層弾性波自動発生方法。1. Above a thick plate laid on the surface of the ground, first of all, the impact hammer is lifted up to an upper limit position of a certain height against the gravity with appropriate power centering on the base end of the hammer arm, and then the upper limit. The holding force that temporarily stops the impact hammer at the position is applied, the lifting force by the power is released, and then the retention force is released and the impact hammer freely falls around the hammer arm base end. A circular arc motion is generated, and at the end, one end face of the thick plate is tapped by the striking hammer that falls in the circular arc inertia, and the braking force that absorbs the reaction rebound force of the striking hammer is absorbed and then released. Then, a shear elastic wave generated between the thick plate and the ground surface through the series of operations forcibly generates an elastic transverse wave in the ground. Automatic generation method.
法。2. The automatic formation method for elastic waves of stratum according to claim 1, wherein the power, the holding force and the braking force are fluid pressures such as hydraulic pressure, pneumatic pressure and hydraulic pressure.
発生方法。3. The automatic formation elastic wave generation method according to claim 1 or 2, wherein the thick plate and the hammer are made of wood or plastic.
自動発生方法。4. The method for automatically generating a formation elastic wave according to claim 1, wherein the series of operations is repeated continuously.
と、 当該打撃ハンマーを自由落下円弧運動の上限開始位置ま
で持ち上げる流体圧作動のハンマー振り上げ機構と、 打撃ハンマー自由落下円弧運動の上限開始位置に設置し
たハンマー保持機構と、 打撃ハンマー自由落下円弧運動を緩停止させるハンマー
ブレーキ機構と、 前記厚手板片端面の打撃検出センサと、 圧力供給源と、 一連の打撃動作を連続シーケンス制御する制御装置と、 を備える、 ことを特徴とする地層弾性波自動発生装置。5. A thick plate laid on the surface of the ground, a striking hammer for striking one end face of the thick plate, a hammer rotating mechanism for moving the striking hammer in an arc, and an upper limit of free-falling arc movement for the striking hammer. A fluid pressure-operated hammer swing-up mechanism that lifts to the start position, a hammer holding mechanism installed at the upper limit start position of the impact hammer free-fall arc motion, a hammer brake mechanism that gently stops the impact hammer free-fall arc motion, and the thick plate piece An automatic formation acoustic wave generator comprising: an impact detection sensor on an end face; a pressure supply source; and a control device that continuously controls a sequence of impact operations.
ー振り上げ機構とハンマー保持機構とハンマーブレーキ
機構と打撃検出センサと圧力供給源は、 厚手板上に搭載した、 ことを特徴とする請求項5記載の地層弾性波自動発生装
置。6. The striking hammer, the hammer rotating mechanism, the hammer swinging mechanism, the hammer holding mechanism, the hammer brake mechanism, the striking detection sensor, and the pressure supply source are mounted on a thick plate. Formation elastic wave automatic generator.
端を回転自在に貫通支承した回転シャフトにハンマーア
ーム基端を固着する、 ことを特徴とする請求項5又は6記載の地層弾性波自動
発生装置。7. The hammer rotation mechanism is characterized in that the hammer arm base end is fixed to a rotary shaft rotatably supported at both ends between the upper ends of the left and right side frames standing side by side relative to each other. Or the formation elastic wave automatic generation device of 6.
動自在に内挿したロッドを左右サイドフレーム間中央に
回転自在に配架したガイド筒に案内規制自在に内通する
一方、 ハンマー回転機構の前記回転シャフトに一端を片持固着
した押上板に前記ロッドのヘッドを当接自在に臨ませ
る、 ことを特徴とする請求項5,6又は7記載の地層弾性波
自動発生装置。8. A hammer swing-up mechanism is such that a rod, which is slidably inserted into and retracted from a cylinder whose tail end is pivotally supported on a cylinder installation base, is reciprocally slidably inserted into a guide cylinder which is rotatably mounted in the center between left and right side frames. 8. The stratum according to claim 5, 6 or 7, wherein the head of the rod is abutted against a push-up plate whose one end is cantilevered and fixed to the rotary shaft of the hammer rotation mechanism while being internally passed through. Automatic elastic wave generator.
片軒下に、上限に持来したハンマーアームに貫設するピ
ン孔に貫入自在に臨ませた保持ピンを出没往復動自在に
設けた流体圧作動のシリンダを配架する、 ことを特徴とする請求項5,6,7又は8記載の地層弾
性波自動発生装置。9. A hammer holding mechanism is provided so that it can be freely inserted into a pin hole penetrating a hammer arm brought up to the upper limit under a ceiling plate piece eaves suspended between upper ends of left and right side frames. A fluid-pressure actuated cylinder provided with a pin that is capable of retracting and reciprocating is installed, and the automatic formation acoustic wave generator according to claim 5, 6, 7 or 8.
打撃ハンマーを、叩打直後に押圧制動自在に臨ませたブ
レーキパッドを固着するロッドを出没往復滑動自在に内
挿した流体圧作動のシリンダを凹陥部片側に配設する、 ことを特徴とする請求項5,6,7,8又は9記載の地
層弾性波自動発生装置。10. The hammer brake mechanism is capable of reciprocally slidingly moving a rod for fixing a brake pad that hits and strikes a hitting hammer that has fallen to a lower limit position for hitting an end surface of a recessed portion of a thick plate immediately after hitting. The automatic formation acoustic wave generator according to claim 5, 6, 7, 8 or 9, wherein a fluid pressure operated cylinder inserted in the above is disposed on one side of the recessed portion.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1360895A JPH08201527A (en) | 1995-01-31 | 1995-01-31 | Formation elastic wave automatic generation method and device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1360895A JPH08201527A (en) | 1995-01-31 | 1995-01-31 | Formation elastic wave automatic generation method and device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH08201527A true JPH08201527A (en) | 1996-08-09 |
Family
ID=11837951
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1360895A Pending JPH08201527A (en) | 1995-01-31 | 1995-01-31 | Formation elastic wave automatic generation method and device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH08201527A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009186484A (en) * | 2001-12-20 | 2009-08-20 | Micromentis Inc | Profiling system |
| KR101064655B1 (en) * | 2011-05-25 | 2011-09-15 | 한국지질자원연구원 | Excitation device for top down seismic test and method for testing top down seismic using same |
| CN112324424A (en) * | 2020-10-21 | 2021-02-05 | 高军 | Detection method and device for Rayleigh wave detection karst geological virtual instrument |
| CN115201892A (en) * | 2022-07-20 | 2022-10-18 | 西南石油大学 | Controllable seismic source vibrator flat plate capable of monitoring vibration output in real time |
| CN115508892A (en) * | 2022-10-31 | 2022-12-23 | 禹班工程科技(上海)有限公司 | Shock source for underwater elastic wave detection, underwater elastic wave detection system and method |
-
1995
- 1995-01-31 JP JP1360895A patent/JPH08201527A/en active Pending
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2009186484A (en) * | 2001-12-20 | 2009-08-20 | Micromentis Inc | Profiling system |
| KR101064655B1 (en) * | 2011-05-25 | 2011-09-15 | 한국지질자원연구원 | Excitation device for top down seismic test and method for testing top down seismic using same |
| JP2012247408A (en) * | 2011-05-25 | 2012-12-13 | Korea Institute Of Geoscience & Minaral Resources | Excitation apparatus for downward elastic wave test and downward elastic wave testing method using the same |
| US8689929B2 (en) | 2011-05-25 | 2014-04-08 | Korea Institute Of Geoscience & Mineral Resources | Excitation device and method for downhole seismic testing using the same |
| CN112324424A (en) * | 2020-10-21 | 2021-02-05 | 高军 | Detection method and device for Rayleigh wave detection karst geological virtual instrument |
| CN115201892A (en) * | 2022-07-20 | 2022-10-18 | 西南石油大学 | Controllable seismic source vibrator flat plate capable of monitoring vibration output in real time |
| CN115508892A (en) * | 2022-10-31 | 2022-12-23 | 禹班工程科技(上海)有限公司 | Shock source for underwater elastic wave detection, underwater elastic wave detection system and method |
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