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JPS6133450B2 - - Google Patents
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JPS6133450B2 - - Google Patents

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Publication number
JPS6133450B2
JPS6133450B2 JP54165657A JP16565779A JPS6133450B2 JP S6133450 B2 JPS6133450 B2 JP S6133450B2 JP 54165657 A JP54165657 A JP 54165657A JP 16565779 A JP16565779 A JP 16565779A JP S6133450 B2 JPS6133450 B2 JP S6133450B2
Authority
JP
Japan
Prior art keywords
ship
detector
point
improved machine
work
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
Application number
JP54165657A
Other languages
Japanese (ja)
Other versions
JPS5689008A (en
Inventor
Osamu Shirohara
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
GOYO KENSETSU
Original Assignee
GOYO KENSETSU
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by GOYO KENSETSU filed Critical GOYO KENSETSU
Priority to JP16565779A priority Critical patent/JPS5689008A/en
Publication of JPS5689008A publication Critical patent/JPS5689008A/en
Publication of JPS6133450B2 publication Critical patent/JPS6133450B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 本発明は軟弱地盤改良工事用作業船の改良機先
端位置測定装置に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an improved machine tip position measuring device for a work boat for soft ground improvement work.

軟弱地盤改良工事における改良機先端の空間位
置については、軟弱地盤改良工事の施工管理上、
数cm程度の高精度が要求されることが多いので、
精密測量機としては、現在基準点より可視部測点
を視準して測距する光波測距儀やトランシツト等
の測距操作を要する測量機を使用しなければらな
いが、改良作業中、作業船改良機先端は水没する
ためこれらによる改良機先端位置の直接の計測は
不能である。
Regarding the spatial position of the tip of the improvement machine in soft ground improvement work, for the construction management of soft ground improvement work,
High precision of several centimeters is often required, so
Currently, as precision surveying instruments, it is necessary to use surveying instruments that require distance measurement operations such as light wave rangefinders and transits that measure distance by collimating visible measurement points from a reference point, but during improvement work, Since the tip of the improved ship is submerged in water, it is impossible to directly measure the tip position of the improved ship using these methods.

そのため、船体もしくは改良機の可視部任意位
置に中継測点を設けて船位測点とし、この測点と
改良機先端との関係位置を適切な測定装置により
求め、これと前記測量機により測距した可視部測
点の位置とによつて改良機先端位置を求めること
が考えられる。
Therefore, a relay measurement point is set up at any visible position on the hull or the improved aircraft to serve as a ship position measurement point, and the relative position between this measurement point and the tip of the improved aircraft is determined using an appropriate measuring device, and this and the above-mentioned surveying device are used to measure the distance. It is conceivable to find the tip position of the improved machine based on the position of the visible part survey point.

ところが、改良機は細長い円筒状支持管の頭部
に重量の大きい減速機を持つ構造であつて、ウイ
ンチワイヤにより櫓に懸垂され、リーダを案内と
して沿直方向に昇降されるようになつており、か
つ改良機リーダ摺動部とリーダ間には数cm程度の
間隙があるので、船体の動揺や傾斜に伴つて改良
機自身にもねじれや傾斜が生じ、また改良機が土
中に貫入した場合は土の貫入抵抗によつて支持管
に曲りが発生する。
However, the improved machine has a structure with a heavy reducer at the head of a long and thin cylindrical support tube, and is suspended from the turret by a winch wire, and is raised and lowered in the vertical direction using a leader as a guide. , and there is a gap of several centimeters between the improved machine's leader sliding part and the leader, so the improved machine itself would twist or tilt as the ship swayed or tilted, and the improved machine could penetrate into the soil. In this case, the support pipe will bend due to the penetration resistance of the soil.

このため、改良機先端の空間位置は前記船位測
点に対し常に変動するので、改良機先端位置を精
密測定するためには、この変動量を連続計測する
必要がある。本発明は、このような実状に即して
有効な改良機先端測定装置を提供するものであ
る。
For this reason, the spatial position of the tip of the improved aircraft always changes with respect to the ship position measurement point, so in order to precisely measure the position of the tip of the improved aircraft, it is necessary to continuously measure the amount of this variation. The present invention provides an improved machine tip measuring device that is effective in accordance with such actual conditions.

本発明装置は、 1 作業船上の互に離間する船位測点と船方位測
点とに夫々設けた光波測距儀を用いて、既知位
置の基準点3個所に設けた夫々の反射鏡を視準
し、船位測点・同用基準点間及び船方位測点・
同用基準点間を夫々測距し、この結果を演算し
て船位測点の空間位置と船の方位を求める公知
の船位測定装置に吃水・潮位修正装置を付加す
ることにより、吃水・潮位変動誤差を消去した
船位測点の空間位置及び船の方位を求め、 2 船位測点を改良機先端間に櫓測点、改良機測
点、支持管上端中心点及び支持管下端中心点用
の夫々の測点を設け、隣接測点間直線の長さと
傾度を夫々計測し演算することにより各隣接測
点間の関係位置を求め、これらの結果を集合し
て船位測点に対する改良機先端の空間位置を求
め、 3 前述の1,2の結果から基準点に対する改良
機先端の空間位置を求め、これを工事施工法線
と標高を基準とする空間座標(X,Y,Z)上
に刻々表示・記録し、軟弱地盤改良工事におけ
る改良機先端軌跡の把握と作業船運転効率の向
上を計るものである。
The device of the present invention has the following features: 1. Using a light wave rangefinder installed at a ship positioning point and a ship direction measuring point that are spaced apart from each other on a work boat, each reflecting mirror installed at three reference points at known positions is viewed. Accordingly, between ship positioning points and the same reference points, and ship direction measuring points,
By adding a stuttering/tidal level correction device to a known ship positioning device that measures the distance between each of the same reference points and calculates the results to determine the spatial position of the ship positioning point and the ship's direction, it is possible to Determine the spatial position of the ship's position measuring point and the ship's direction with the error removed, and 2. Place the ship's position measuring point between the tips of the improved aircraft for the turret measuring point, the improved machine measuring point, the center point of the upper end of the support pipe, and the center point of the lower end of the support pipe, respectively. The relative position between each adjacent station is determined by measuring and calculating the length and slope of the straight line between adjacent stations, and these results are collected to determine the space at the tip of the improved machine relative to the ship's position station. 3. From the results of 1 and 2 above, find the spatial position of the tip of the improved machine with respect to the reference point, and display this moment by moment on the spatial coordinates (X, Y, Z) based on the construction normal and elevation.・It is intended to record and understand the trajectory of the tip of the improved machine during soft ground improvement work and to improve the efficiency of work boat operation.

以下添付図面により、本発明の一実施例を説明
する。
An embodiment of the present invention will be described below with reference to the accompanying drawings.

第1図、第2図において、1は作業船、2は改
良工事区域、3は水域を示し、本発明装置は作業
船1上の例えば櫓7上に設けた船位測点用及び船
方位測点用の光波測距儀5と、作業船1外の既知
位置に設けた測量台4上の船位計測用基準点用及
び船方位計測用基準点用反射鏡6と、夫々作業船
1に設けた船傾斜検出器9、吃水検出器11、改
良機偏位検出器、改良機頭部傾斜検出器25、改
良機の支持管傾斜検出器21と、潮位検出器13
と、前記光波測距儀5の測距操作により検出した
船位測点・同時基準点間及び船方位測点・同用基
準点間の各直線距離に相当する信号ならびに前記
各検出器が検出した夫々の信号を演算する演算器
28と、この演算結果により得た改良機先端即ち
撹拌軸20及び20′の各先端中心P7及びP7′の
夫夫の軌跡を表示・記録する表示器29及び記録
器30とにより構成する。
In FIGS. 1 and 2, 1 indicates a work boat, 2 indicates an improvement work area, and 3 indicates a water area. A light wave rangefinder 5 for points, a reflector 6 for a reference point for measuring ship position and a reference point for measuring ship direction on a survey platform 4 installed at a known position outside the work boat 1, and a reflector 6 for a reference point for measuring the ship's direction, respectively installed on the work boat 1. a ship tilt detector 9, a draught detector 11, an improved machine deviation detector, an improved machine head tilt detector 25, an improved machine support pipe tilt detector 21, and a tide level detector 13.
and signals corresponding to the straight-line distances between the ship position measurement point and the simultaneous reference point and between the ship orientation measurement point and the same reference point detected by the distance measurement operation of the light wave rangefinder 5, and the signals detected by the respective detectors. A calculator 28 that calculates the respective signals, and a display 29 that displays and records the trajectory of the tips of the improved machine, that is, the centers P 7 and P 7 ' of the tips of the stirring shafts 20 and 20' obtained from the calculation results. and a recorder 30.

以下作業船1の船位測点P1及び船方位測点P2
空間位置の計測法を説明する。
A method of measuring the spatial positions of the ship positioning point P1 and the ship's orientation measuring point P2 of the work boat 1 will be explained below.

第1図に示すように改良工事区域2に設けられ
た縦・横の施工法線X及びYをX軸及びY軸、そ
の原点を通る沿直線をZ軸とし、Z=0を標高零
mとする空間座標(X,Y,Z)において、座標
(Xa,Ya,Za),(Xb,Yb,Zb)及び(Xc,
Yc,Zc)の点Pa,Pb及びPcを基準点とし、夫々
の基準点に測量台4を設け、その上に光波測距儀
5用反射鏡6を設ける。
As shown in Figure 1, the vertical and horizontal construction normal lines X and Y provided in the improvement work area 2 are the X and Y axes, and the straight line passing through the origin is the Z axis, and Z = 0 is the zero altitude. In the spatial coordinates (X, Y, Z), the coordinates (Xa, Ya, Za), (Xb, Yb, Zb) and (Xc,
Points Pa, Pb, and Pc of Yc, Zc) are used as reference points, and a surveying platform 4 is provided at each reference point, and a reflecting mirror 6 for a light wave range finder 5 is provided on the surveying platform 4.

一方第1図及び第2図に示すように、作業船櫓
7の頂部平面上の任意点を船位測点P1とし、P1
結ぶ線が船中心線Lと直交する櫓頂部平面上の任
意点を方位測点P2とし、P1及びP2点に夫々光波測
距儀5を設ける。
On the other hand, as shown in Figs. 1 and 2, an arbitrary point on the top plane of the work boat turret 7 is defined as a ship positioning point P1 , and a line connecting P 1 is a point on the top plane of the turret that is perpendicular to the ship center line L. An arbitrary point is defined as an azimuth measuring point P2 , and a light wave rangefinder 5 is provided at each of points P1 and P2 .

また櫓7に船傾斜検出器9を、P1点直下の船底
10に吃水検出器11を設け、改良工事区域2附
近の水域3に杭12を設け、この杭12に潮位検
出器13を取り付ける。
In addition, a ship inclination detector 9 is installed on the turret 7, a swamp detector 11 is installed on the bottom 10 of the ship just below point P1 , a pile 12 is installed in the water area 3 near the improvement work area 2, and a tide level detector 13 is attached to this pile 12. .

船傾斜検出器9により得た船中心線L方向分の
船傾斜角と、船中心線Lの水平直角方向分の船傾
斜角と、吃水検出器11により得た吃水と、潮位
検出器13により得た潮位とによりP1,P2点の各
標高を求めることができる。
The ship's heel angle in the direction of the ship's centerline L obtained by the ship's inclination detector 9, the ship's inclination angle in the horizontal direction perpendicular to the ship's centerline L, the hiccups obtained by the stuttering detector 11, and the tide level detector 13. The elevations of points P 1 and P 2 can be determined based on the obtained tide level.

P1点の光波測距儀5によりPa,Pb点の各反射
鏡6を、P2点の光波測距儀5によりPc点の反射
鏡6を夫々測距員により視準し、測距操作して、
P1,Pa間、P1,Pb間及びP2,Pc間の直線距離を
求める。以上の結果から、Pa,Pb及びPc点の既
知空間座標と、P1,P2点の各標高と、P1,Pa
間、P1,Pb間及びP2,Pc間の直線距離とにより
P1点の座標(X1,Y1,Z1)及びP2点の座標(X2
Y2,Z2)が求められる。
The range finder sights the reflectors 6 at points Pa and Pb using the light wave range finder 5 at point P, and the reflector 6 at point Pc using the light wave range finder 5 at point P2 , and performs distance measurement operations. do,
Find the straight-line distances between P 1 and Pa, between P 1 and Pb, and between P 2 and Pc. From the above results, the known spatial coordinates of points Pa, Pb, and Pc, the respective elevations of points P 1 and P 2 , and P 1 , Pa
and the straight line distance between P 1 and Pb and between P 2 and Pc.
Coordinates of one point P (X 1 , Y 1 , Z 1 ) and coordinates of two points P (X 2 ,
Y 2 , Z 2 ) are calculated.

次に改良機14の測点P4の空間位置の計測法を
説明する。
Next, a method for measuring the spatial position of the measuring point P4 of the improved aircraft 14 will be explained.

第3図に示すように、櫓頂部に設けたトルクウ
インチ15により巻出されたワイヤ16を船上測
点P1と離間した下方の櫓頂部に設けた櫓測点P3
貫通して垂下し、ワイヤ傾斜検出器17の上部に
接続し、同検出器17の下部はワイヤ16′によ
り改良機測点P4に接続する。
As shown in Fig. 3, the wire 16 unwound by the torque winch 15 installed at the top of the turret is passed through the turret measurement point P 3 , which is located at the top of the turret, and is suspended from the onboard measurement point P 1 . , is connected to the upper part of the wire inclination detector 17, and the lower part of the same detector 17 is connected to the improved measurement point P4 by a wire 16'.

このワイヤ傾斜検出器17とワイヤ16,1
6′をトルクウインチ15の一定張力で沿直方向
に張り、改良機14の頂部に設けたワイヤ傾斜検
出器保持器19により、ワイヤ傾斜検出器17と
作業船1の夫々の縦、横、水平基線を合わせ、か
つ同検出器17の動揺、ねじれを抑えるように保
つ。またワイヤ繰出量を検出するワイヤ量検出器
18を櫓頂部に設け、以上の装置を総称して改良
機偏位検出器とする。ワイヤ傾斜検出器17とし
ては公知の傾斜検出器を使用する。例えば、縦、
横2方向に振れる重錘によつて動く鉄片を内蔵し
た差動変圧器を検出源とし、重錘の振れ角度、即
ち沿直に対する傾度を差動変圧器の発生信号でと
らえ、出力とするものを用いる。
This wire tilt detector 17 and the wire 16,1
6' is stretched in the vertical direction with a constant tension of the torque winch 15, and the wire inclination detector holder 19 installed at the top of the improved machine 14 is used to adjust the vertical, horizontal, and horizontal directions of the wire inclination detector 17 and the work boat 1, respectively. The baselines are aligned and the detector 17 is kept from shaking or twisting. A wire amount detector 18 for detecting the amount of wire fed out is provided at the top of the tower, and the above device is collectively referred to as an improved machine deviation detector. A known inclination detector is used as the wire inclination detector 17. For example, vertical,
The detection source is a differential transformer with a built-in piece of iron that is moved by a weight that swings in two horizontal directions, and the swing angle of the weight, that is, the inclination with respect to the straight line, is captured by the signal generated by the differential transformer and output. Use.

ワイヤ傾斜検出器17により、ワイヤ16,1
6′の縦・横2方向分の傾度、即ち直線34
傾度が検知でき、一方ワイヤ量検出器18によつ
てP3,P4間の直線長さが検知できるので、両者に
より櫓測点P3に対する改良機測点P4の偏位が検出
できる。
The wire tilt detector 17 detects the wire 16,1
6' can be detected in two directions, vertical and horizontal, that is, the slopes of straight lines 3 and 4. On the other hand, the wire amount detector 18 can detect the length of the straight line between P 3 and P 4 . The deviation of improved machine measurement point P 4 from measurement point P 3 can be detected.

櫓測点P3の船位測点P1に対する偏位は、船位測
点P1と櫓測点P3は固定の関係にあるので船体傾斜
検出器9により検出した船体傾度とにより求めら
れる。これを櫓測点P3に対する改良機測点P4の偏
位とにより、同測点P4の船位測点P1に対する偏位
が求められる。
The deviation of the turret measuring point P 3 with respect to the ship positioning point P 1 can be determined from the ship's inclination detected by the ship's inclination detector 9, since the ship's positioning point P 1 and the turret measuring point P 3 are in a fixed relationship. Based on this and the deviation of the improved equipment measurement point P 4 with respect to the turret measurement point P 3 , the deviation of the same measurement point P 4 with respect to the ship position measurement point P 1 is determined.

次に、支持管下端測点P6及び改良機先端P7,P
7′点の夫々の空間位置の測定法を説明する。
Next, the lower end of the support pipe P 6 and the tip of the improved machine P 7 , P
7 Explain how to measure the spatial position of each ′ point.

第3図に示すように、改良機14の撹拌軸2
0,20′を支持する支持管8の上端測点P5と、
支持管8の管内に設けた支持管傾斜検出器21の
上部とを、また、同検出器21の下部と支持管8
の下端測点P6とを、夫々支持管傾斜検出器ワイヤ
22で緊張して接続する。
As shown in FIG. 3, the stirring shaft 2 of the improved machine 14
0,20' upper end measurement point P5 of the support pipe 8,
The upper part of the support pipe inclination detector 21 provided inside the support pipe 8 is connected to the lower part of the support pipe inclination detector 21 and the support pipe 8
and the lower end measurement point P 6 are connected under tension with support tube inclination detector wires 22, respectively.

そして、支持管8に設けた保持器23により、
支持管傾斜検出器21と作業船1の夫々の縦・
横・水平基線を合わせ、かつ、同検出器21の動
揺やねじれを抑えるように保つことにより、直線
56の傾度、即ち、支持管8の対船体の縦・横
2方向分の傾度が検知できる。
Then, by the retainer 23 provided on the support tube 8,
The support pipe inclination detector 21 and the work boat 1 are vertically and
By aligning the horizontal and horizontal baselines and keeping the detector 21 from shaking or twisting, it is possible to maintain a straight line.
5 and 6 , that is, the inclination of the support tube 8 relative to the ship's hull in two directions, longitudinal and lateral, can be detected.

また、改良機頭部傾斜検出器25を改良機頭部
24に設ける。
Further, an improved machine head inclination detector 25 is provided in the improved machine head 24.

改良機測点P4に対する支持管上部測点P5の偏位
は、P4,P5は固定関係にあるので改良機頭部傾斜
検出器25により得た改良機頭部傾度により求め
られ、かつ支持管上端測点P5に対する支持管下端
測点P6の偏位は、前記支持管傾斜検出器21によ
り得た支持管傾度と支持管上端及び下端の各測点
P5,P6間の寸法とにより算出できるので、これら
の結果より改良機測点P4に対する支持管下端測点
P6の偏位が求められる。
Since P 4 and P 5 are in a fixed relationship, the deviation of the support pipe upper measurement point P 5 with respect to the improved machine measurement point P 4 is determined from the improved machine head inclination obtained by the improved machine head inclination detector 25. The deviation of the support pipe lower end measurement point P 6 from the support pipe upper end measurement point P 5 is determined by the support pipe inclination obtained by the support pipe inclination detector 21 and each measurement point at the upper and lower ends of the support pipe.
Since it can be calculated from the dimensions between P 5 and P 6 , from these results, the lower end measurement point of the support pipe for improved equipment measurement point P 4 can be calculated.
The deviation of P 6 is found.

一方、撹拌軸20,20′は殆んど全長に亘つ
て支持管8に支持されており、改良作業中の撹拌
軸20,20′の曲りは支持管8の曲りに追従す
ることが考えられるので、改良機先端P7及びP7
′の支持管下端測点P6に対する偏位は、P6,P7
7′が互に固定関係にあるので支持管傾斜検出器
21により得た支持管傾度によつて求められる。
On the other hand, the stirring shafts 20, 20' are supported by the support tube 8 over almost the entire length, and it is thought that the bending of the stirring shafts 20, 20' during the improvement work will follow the bending of the support tube 8. So the improved machine tip P 7 and P 7
′ with respect to the support pipe lower end measurement point P 6 are P 6 , P 7 ,
Since P 7 ' have a fixed relationship with each other, it can be determined from the support tube inclination obtained by the support tube inclination detector 21.

以上で求めた基準空間座標に対する船位測点P1
及び船方位測点P2の各座標、船位測点P1に対する
改良機測点P4の偏位、改良機測点P4に対する支持
管下端測点P6の偏位並びに支持管下端測点P6に対
する改良機先端P7及びP7′の各偏位を演算するこ
とにより、改良機先端P7及びP7′の空間座標
(X7,Y7,Z7)及び(X7′,Y7′,Z7′)が求めら
れる。
Ship positioning point P 1 with respect to the reference space coordinates obtained above
and the coordinates of the ship's orientation measuring point P2 , the deviation of the improved machine measuring point P4 from the ship's positioning measuring point P1 , the deviation of the support pipe lower end measuring point P6 from the improved machine measuring point P4 , and the supporting pipe lower end measuring point By calculating the respective deviations of the improved machine tips P 7 and P 7 ' with respect to P 6 , the spatial coordinates (X 7 , Y 7 , Z 7 ) and ( X 7 ', Y 7 ′, Z 7 ′) are obtained.

このようにして得た改良機先端位置は、工事施
工管理上、作業船運転上、連続表示・記録する必
要があるので、実施例においては操縦室26に表
示器29及び記録器30を設ける。
Since it is necessary to continuously display and record the improved machine tip position obtained in this way for construction management and work boat operation, in this embodiment, a display 29 and a recorder 30 are provided in the cockpit 26.

尚27は増幅・変換器、31は水面、32は水
底、33は標高零mライン、34は改良機昇降ウ
インチ、35は改良機昇降ワイヤ、36はリー
ダ、37,37′は撹拌翼、38は潮位検出器水
中ケーブルを示す。
In addition, 27 is an amplifier/converter, 31 is the water surface, 32 is the water bottom, 33 is the zero-altitude line, 34 is the improved machine lifting winch, 35 is the improved machine lifting wire, 36 is the leader, 37, 37' are stirring blades, 38 shows the tide level detector underwater cable.

この実施例においては、船方位検出用として船
方位測点P2に光波測距儀5を、基準点Pcに反射
鏡6を夫々設けているが、本発明はこのような船
方位検出に替えてジヤイロコンパスを使用するこ
とも可能である。
In this embodiment, a light wave range finder 5 is provided at the ship direction measuring point P2 and a reflector 6 is provided at the reference point Pc for detecting the ship's direction. It is also possible to use a gyro compass.

また、この実施例では、支持管数1、撹拌軸数
が2、改良機先端位置を撹拌軸先端中心としてい
るが、支持管数が変る場合は、支持管傾斜検出器
及び改良偏位検出器を支持管の数だけ設けること
により、また支持管1本当りの撹拌軸数が変る場
合や、改良機先端位置を撹拌翼先端とする場合
は、何れも支持管下端測点位置は実施例と変りな
く、同測点と撹拌軸先端または撹拌翼先端と不変
分の位置関係が実施例と相違するのみであるの
で、検出器は実施例そのまゝで、何れも本発明の
適用は可能である。
In addition, in this example, the number of support tubes is 1, the number of stirring shafts is 2, and the tip position of the improved machine is centered at the tip of the stirring shaft. However, if the number of support tubes changes, a support tube tilt detector and an improved deviation detector may be used. By providing the same number of support tubes as the number of support tubes, or when the number of stirring shafts per support tube changes, or when the tip position of the improved machine is the tip of the stirring blade, the lower end measurement point position of the support tube will be the same as the example. The only difference from the example is the positional relationship between the same measuring point and the tip of the stirring shaft or the tip of the stirring blade, so the present invention can be applied to both of the detectors as they are in the example. be.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は改良工事施工位置説明図、第2図は作
業船の側面図、第3図は改良機の説明図、第4図
は本発明装置のブロツク図である。 1…作業船、2…改良工事区域、3…水域、4
…測量台、5…光波測距儀、6…反射鏡、7…
櫓、8…支持管、9…船傾斜検出器、10…船
底、11…吃水検出器、12…杭、13…潮位検
出器、14…改良機、15…トルクウインチ、1
6,16′…ワイヤ、17…ワイヤ傾斜検出器、
18…ワイヤ量検出器、19…ワイヤ傾斜検出器
保持器、20,21′…撹拌軸、21…支持管傾
斜検出器、22…支持管傾斜検出器ワイヤ、23
…支持管傾斜検出器保持器、24…改良機頭部、
25…改良機頭部傾斜検出器、26…操縦室、2
7…増幅・変換器、28…演算器、29…表示
器、30…記録器、31…水面、32…水底、3
3…標高零mライン、34…改良機昇降ウイン
チ、35…改良機昇降ワイヤ、36…リーダ、3
7,37′…撹拌翼、38…潮位検出器水中ケー
ブル、X…施工法線X軸、Y…施工法線Y軸。
Fig. 1 is an explanatory diagram of the construction location of the improvement work, Fig. 2 is a side view of the work boat, Fig. 3 is an explanatory diagram of the improved machine, and Fig. 4 is a block diagram of the device of the present invention. 1...Work boat, 2...Improvement work area, 3...Water area, 4
...Survey table, 5...Light wave range finder, 6...Reflector, 7...
Turret, 8...Support pipe, 9...Ship inclination detector, 10...Bottom, 11...Swallowing detector, 12...Pile, 13...Tide level detector, 14...Improved machine, 15...Torque winch, 1
6, 16'... wire, 17... wire tilt detector,
18... Wire amount detector, 19... Wire inclination detector holder, 20, 21'... Stirring shaft, 21... Support tube inclination detector, 22... Support tube inclination detector wire, 23
...Support tube tilt detector holder, 24...Improved machine head,
25...Improved aircraft head tilt detector, 26...Cockpit, 2
7... Amplifier/converter, 28... Arithmetic unit, 29... Display, 30... Recorder, 31... Water surface, 32... Water bottom, 3
3... Zero-altitude line, 34... Improved machine lifting winch, 35... Improved machine lifting wire, 36... Leader, 3
7, 37'... Stirring blade, 38... Tide level detector underwater cable, X... Construction normal X axis, Y... Construction normal Y axis.

Claims (1)

【特許請求の範囲】[Claims] 1 軟弱地盤改良工事用作業船上に設けた船位測
点用及び船方位測点用の光波測距儀と、前記作業
船外の既知位置に設けた船位計測基準点用及び船
方位計測基準点用反射鏡と、夫々前記作業船に設
けた船傾斜検出器、吃水検出器、前記作業船上か
ら地盤改良区域に延びる改良機の偏位検出器、改
良機の頭部傾斜検出器、改良機の傾斜検出器と、
潮位検出器と、前記光波測距儀の測距操作により
検出した船位測点・同用基準点間及び船方位測
点・同用基準点間の各直線距離に相当する信号な
らびに前記各検出器が検出した夫々の信号を演算
し改良機先端位置を測定する演算器と、この演算
結果を表示記録する表示器及び記録器とからなる
ことを特徴とする作業船改良機先端位置測定装
置。
1 Light wave rangefinder for ship position measurement point and ship direction measurement point installed on the work vessel for soft ground improvement work, and ship position measurement reference point and ship direction measurement reference point installed at known positions outside the work vessel. a reflector, a ship tilt detector, a draught detector installed on the work boat, a deflection detector of the improved machine extending from the work boat to the ground improvement area, a head tilt detector of the improved machine, and an inclination of the improved machine. a detector;
A tide level detector and a signal corresponding to each straight-line distance between the ship's position measuring point and the same reference point and between the ship's direction measuring point and the same reference point detected by the distance measurement operation of the light wave range finder, and each of the above-mentioned detectors. What is claimed is: 1. A workboat improvement machine tip position measuring device comprising: a computing unit that calculates the respective signals detected by the machine to measure the tip position of the improved machine; and a display and a recorder that display and record the calculation results.
JP16565779A 1979-12-21 1979-12-21 Measuring device for tip position of improving machine of operation boat Granted JPS5689008A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16565779A JPS5689008A (en) 1979-12-21 1979-12-21 Measuring device for tip position of improving machine of operation boat

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16565779A JPS5689008A (en) 1979-12-21 1979-12-21 Measuring device for tip position of improving machine of operation boat

Publications (2)

Publication Number Publication Date
JPS5689008A JPS5689008A (en) 1981-07-20
JPS6133450B2 true JPS6133450B2 (en) 1986-08-02

Family

ID=15816517

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16565779A Granted JPS5689008A (en) 1979-12-21 1979-12-21 Measuring device for tip position of improving machine of operation boat

Country Status (1)

Country Link
JP (1) JPS5689008A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0511456Y2 (en) * 1985-10-11 1993-03-22
JPH0797030B2 (en) * 1987-01-21 1995-10-18 株式会社淺川組 Positioning method of pile driving by pile driving ship
JPH0235311A (en) * 1988-07-26 1990-02-05 Toa Harbor Works Co Ltd Method and apparatus for surveying for installing marine structure
JP4751539B2 (en) * 2001-08-28 2011-08-17 東亜建設工業株式会社 Management method of pile driving position by pile driver
JP5767131B2 (en) * 2012-02-08 2015-08-19 東亜建設工業株式会社 Pile driving construction management system

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS523459A (en) * 1975-06-26 1977-01-11 Kansai Electric Power Co Inc:The Detecting appliance of piled-up sand
JPS52108850A (en) * 1976-03-10 1977-09-12 Katsutoshi Taniguchi Zero drift compensating roller clinometer
JPS5913682B2 (en) * 1977-10-14 1984-03-31 株式会社竹中工務店 Ship positioning method for offshore civil engineering work

Also Published As

Publication number Publication date
JPS5689008A (en) 1981-07-20

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