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JPH0623657B2 - How to measure the height of structures under water - Google Patents
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JPH0623657B2 - How to measure the height of structures under water - Google Patents

How to measure the height of structures under water

Info

Publication number
JPH0623657B2
JPH0623657B2 JP62053038A JP5303887A JPH0623657B2 JP H0623657 B2 JPH0623657 B2 JP H0623657B2 JP 62053038 A JP62053038 A JP 62053038A JP 5303887 A JP5303887 A JP 5303887A JP H0623657 B2 JPH0623657 B2 JP H0623657B2
Authority
JP
Japan
Prior art keywords
height
measuring
prism
water
reflecting prism
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
Application number
JP62053038A
Other languages
Japanese (ja)
Other versions
JPS63221215A (en
Inventor
茂良 香西
耿介 本木
明 柴原
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.)
Kajima Corp
Original Assignee
Kajima Corp
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 Kajima Corp filed Critical Kajima Corp
Priority to JP62053038A priority Critical patent/JPH0623657B2/en
Publication of JPS63221215A publication Critical patent/JPS63221215A/en
Publication of JPH0623657B2 publication Critical patent/JPH0623657B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、水深下、特に大水深下の構造物或いは海底面
の高さ計測方法に関する。
TECHNICAL FIELD The present invention relates to a method for measuring the height of a structure or a sea bottom under water depth, particularly under deep water depth.

[従来技術] ケーソン基礎捨石マウンドの築造で、ケーソンを据付け
る基礎捨石マウンドの最上層では、均し面の不陸を小さ
くし、ケーソン底面に集中荷重が作用しないようクッシ
ョン材として採石層(基面均し)を設けている(特開昭
54−70586号)公報、特開昭56−6827号公
報、特開昭60−105713号公報) この基面均しの施工条件は「均し精度±5cm、水深30
m、均し面積1,600m2」と非常にきびしい。基礎捨
石マウンドの造成面(捨石締固め後の精度±20cm)に
水中桁(スクリード機械)をいかにしてレベルに、また
基準高さに正確に据付けるかが、均し面精度を確保する
ための最重要ポイントとなる。水中桁は海底面に独立し
て据付けるため、陸上より高さをチェックできる計測設
備が必要であるが、従来の基面均し設備には、陸上より
高さをチェックできる適切な計測設備が設けられていな
かった。
[Prior Art] When constructing a caisson foundation rubble mound, the uppermost layer of the foundation rubble mound on which the caisson is installed reduces the unevenness of the leveling surface and prevents the concentrated load from acting on the bottom of the caisson. (Japanese Patent Application Laid-Open No. 54-70586), Japanese Patent Application Laid-Open No. 56-6827, Japanese Patent Application Laid-Open No. 60-105713) This base surface leveling condition is "leveling accuracy". ± 5 cm, water depth 30
m, averaged area 1,600 m 2 ", which is extremely severe. How to install the underwater girder (screed machine) to the level of the foundation surface of the foundation rubble mound (accuracy after compacting rubble stones ± 20 cm), and how to accurately install it at the reference height, in order to secure the leveling surface accuracy. Will be the most important point of. Since the underwater girder is installed independently on the bottom of the sea, it is necessary to have a measuring device that can check the height from the land, but conventional ground leveling equipment has an appropriate measuring device that can check the height from the land. It was not provided.

例えば特開昭52−131758号公報には潮の変化に
より台船が上昇下降してもドラムが正転逆転して水深を
測定する技術が開示されている。しかしながら、かかる
公知技術では一定張力でロープを支持するものではな
く、潮位による船の上下動に追従させるものであり、し
たがって、光学的に正しく測定することはできない。
For example, Japanese Unexamined Patent Publication No. 52-131758 discloses a technique for measuring the water depth by rotating the drum in the forward and reverse directions even when the ship rises and descends due to changes in tide. However, such a known technique does not support the rope with a constant tension but allows the rope to follow the vertical movement of the ship due to the tide level, and therefore cannot be optically accurately measured.

[発明が解決しようとする問題点] ところで、陸上より高さをチェックして、台船上より水
中桁の高さを計測するに際して問題になるのは、風波に
よる船の動揺であるが、本発明は、風波による船の動揺
に関係なく水中桁の高さを正確に計測する水深下の構造
物等の高さの計測方法を提供すべくなされたものであ
る。
[Problems to be Solved by the Invention] By the way, when the height is checked from the land and the height of the underwater girder is measured from the berth, the problem is that the ship sways due to wind waves. Is a method for accurately measuring the height of an underwater girder irrespective of the motion of a ship due to wind waves, and providing a method of measuring the height of a structure under water.

なお、本発明は、基面均し設備水中桁高さの計測に限ら
ず、基面均しの均し精度の出来形検査等にも実施できる
ものである。
The present invention is not limited to the measurement of the height of the underwater girder of the base surface leveling facility, but can be carried out for a finished shape inspection of the leveling accuracy of the base surface leveling.

[問題点を解決するための手段] 本発明によれば、台船上に立設した支持架台に設けた滑
車に紐状体を掛渡して、その一端を水深下の構造物等に
固定すると共に、他端にウエイトを取付けて紐状体に常
に一定の張力をもたせ、その紐状体の水面上にある垂直
部分にターゲッットとなる反射プリズムを取付け、その
紐状体が水深下の構造物等と反射プリズム間がピアノ線
であり、反射プリズムとウエイト間がステンレスワイヤ
ーで構成されている水深下の構造物等の高さ測定方法に
おいて、陸上の基点に設置した光波距離計で上記反射プ
リズムを視準して、反射プリズムの高さを測定し、その
測定した反射プリズムの高さに基づき水深下の構造物等
の高さを計測するようになっている。
[Means for Solving the Problems] According to the present invention, a string-shaped body is hung on a pulley provided on a support stand erected on a ship, and one end of the string-like body is fixed to a structure or the like under water. , A weight is attached to the other end so that the string-like body always has a constant tension, and a reflective prism that serves as a target is attached to the vertical portion of the string-like body on the water surface, and the string-like body is under water. And a reflection prism are piano wires, and the weight between the reflection prism and the weight is made of stainless wire. By collimating, the height of the reflecting prism is measured, and the height of the structure under the water is measured based on the measured height of the reflecting prism.

[作用効果の説明] したがって、まず台船を構造物上に位置決めしながらピ
アノ線を取付け、支持架台でピアノ線に一定の張力をか
けて船の動揺による動きを吸収させて反射プリズムを静
止させる。そして陸上より反射プリズムの高さを計測す
る。
[Explanation of Action and Effect] Therefore, first, the piano wire is attached while positioning the pontoon on the structure, and a certain tension is applied to the piano wire by the support stand to absorb the movement due to the sway of the ship and make the reflecting prism stand still. . Then, measure the height of the reflecting prism from land.

このように本発明によれば、反射プリズムは一定の張力
で保持されているので、風波による船の動揺とは関係な
く、一定の高さ位置に存しているので計測が容易に行え
る。
As described above, according to the present invention, since the reflection prism is held with a constant tension, the reflection prism is located at a constant height position regardless of the sway of the ship due to the wind wave, and therefore the measurement can be easily performed.

[実施例] 第1図および第2図において、台船1上には支持架台2
が立設されており、その支持架台2には滑車、例えばア
ルミシーブ3が取付けられている。海底面の水中桁(ス
クリード機械)4にピアノ線5aの一端が連結されてお
り、ピアノノ線5aの他端はターゲットとなる反射プリ
ズム6に連結されている。またステンレスワイヤー5b
の一端が反射プリズム6に連結されており、そのステン
レスワイヤー5bは支持架台2の滑車3に掛渡され、他
端にはウエイト、例えば60kgのウエイト7が連結され
ていて、ピアノ線5aに常に一定の張力をもたらせてい
る。ターゲットとなる反射プリズム6は、図示のように
海面上でピアノ線5aの垂直部分に位置している。ピア
ノ線5aはあらじめ一定の張力を掛けた時の長さを計測
しておく。陸上の基点に電子式セオドライト及び光波距
離計8がセットされている。
[Embodiment] In FIGS. 1 and 2, a support base 2 is mounted on a barge 1.
Is erected, and a pulley, for example, an aluminum sheave 3 is attached to the support base 2 thereof. One end of a piano wire 5a is connected to an underwater girder (screed machine) 4 on the sea bottom, and the other end of the piano wire 5a is connected to a reflecting prism 6 as a target. Also, stainless wire 5b
Has one end connected to the reflection prism 6, its stainless wire 5b is hung on the pulley 3 of the support base 2, and the other end is connected to a weight, for example, a weight 7 of 60 kg, which is always connected to the piano wire 5a. It brings constant tension. The reflecting prism 6 serving as a target is located on a vertical portion of the piano wire 5a on the sea surface as illustrated. The length of the piano wire 5a is measured when a constant tension is applied. An electronic theodolite and a lightwave rangefinder 8 are set at a base point on land.

第1図において、 BL:ベンチ(O点) KL:機械点 DL:基面 TL:ターゲット SL:水中桁の天端 HI:水中桁の高さ H:ベンチから機械軸までの比高差 l1:ベンチからDLまでの比高差 h1:機械軸のターゲットとの比高差 l2:ピアノ線長 h2:水中桁の下面とDLの比高差 第1図より、 l1+H=h1+l2+H1+h2 故に、h2=l1+H−h1−l2−H1 ここで、l1、l2、H、H1は既知数で、未知数はh
1、h2であるから、h1を求めることによってh2が
求まる。
In FIG. 1, BL: Bench (point O) KL: Machine point DL: Base surface TL: Target SL: Top of underwater girder HI: Height of underwater girder H: Specific height difference from bench to machine axis l1: Specific height difference from bench to DL h1: Specific height difference with machine axis target l2: Piano wire length h2: Underwater girder bottom surface and DL specific height difference From Fig. 1, l1 + H = h1 + l2 + H1 + h2 Therefore, h2 = l1 + H- h1-l2-H1 Here, l1, l2, H, and H1 are known numbers, and the unknown number is h.
Since it is 1, h2, h2 can be obtained by finding h1.

基点にセットした光波距離計8で反射プリズム6を視準
して、KL〜TL間の斜距離d及び鉛直角αを測定し、
KL〜TLの比高差h1を求める。
The reflection prism 6 is collimated by the optical distance meter 8 set at the base point, and the oblique distance d between KL and TL and the vertical angle α are measured,
A specific height difference h1 between KL and TL is obtained.

h1=dsinα この計算は、電子式セオドライトによって自動的に処理
され、このディスプレイ上にh1が表示される。
h1 = dsinα This calculation is automatically processed by the electronic theodolite and h1 is displayed on this display.

第3図を参照して水中桁据付要領について説明する。第
3図において、1は基面均し台船、2はワイヤー緊張装
置(支持架台)、4は水中桁、5はピアノ線、9は敷均
し機械、10はジャッキアップ脚、11は超高波測深装
置を示す。
The submersible girder installation procedure will be described with reference to FIG. In FIG. 3, 1 is a base leveling boat, 2 is a wire tensioning device (supporting platform), 4 is an underwater girder, 5 is a piano wire, 9 is a leveling machine, 10 is a jack-up leg, and 11 is an extra. A high-wave sounding device is shown.

(1) 台船より水中桁吊上げウインチで水中桁を船底
下に吊り上げる。
(1) Hoist the underwater girder from the pontoon using a winch.

(2) 台船の位置決め完了後、水中桁吊り上げウイン
チで水中桁を吊り下げて沈設する。
(2) After the positioning of the barge is completed, suspend the underwater girder with the underwater girder lifting winch and set it down.

(3) 水中桁着底後、水中桁吊り上げワイヤーを撤去
する。
(3) After bottoming the underwater girder, remove the underwater girder lifting wire.

(4) 台船を水中桁の真上に位置決めしながら、水中
桁の四隅にピアノ線を取り付ける。
(4) While positioning the ship directly above the underwater girder, attach the piano wires to the four corners of the underwater girder.

(5) 支持架台でピアノ線に一定の張力(60kg)を
掛けて船の動揺による動きはワイヤ緊張装置で吸収し
て、反射プリズムを静止させる。
(5) A fixed tension (60 kg) is applied to the piano wire on the support base, and the movement caused by the sway of the ship is absorbed by the wire tension device, and the reflecting prism is stopped.

(6) 陸上より4箇所の反射プリズムの高さを計測す
る。
(6) Measure the heights of the four reflecting prisms from land.

(7) 計測結果を無線で台船に連絡する。(7) Wirelessly report the measurement results to the ship.

(8) 水中桁の4隅にジャッキアップ脚を取り付け、
遅底後のマウンドの不陸及び高さの調整は、油圧ジャッ
キ操作で調整する。調整後は手動ロック機構で機械的に
ロックする。
(8) Attach the jack-up legs to the four corners of the underwater girder,
Adjust the mound's unevenness and height after the slow bottom with the hydraulic jack operation. After adjustment, mechanically lock with the manual lock mechanism.

(9) 基面均し作業中も、スクリード機械の高さを1
mごとに計測して水中桁のたわみ状態を把握する。
(9) The height of the screed machine should be set to 1 even during the base surface leveling work.
Measure every m to understand the deflection of the underwater girder.

本発明に係る計測システムは、基面均し設備水中桁高さ
計測のほか、基面均しの均し精度の出来形検査や捨締付
後のマウンド面の出来形検査にも使用できる。
INDUSTRIAL APPLICABILITY The measurement system according to the present invention can be used not only for measuring the height of the underwater girder for leveling equipment, but also for performing a quality inspection of the leveling accuracy of the leveling and a quality inspection of the mound surface after truncation.

第4図に基面均しの均し精度の出来形検査の例を示し、
基面均し台船1上に、ワイヤー緊張装置(支持架台)2
を6基取付け、基面均し面13を5mピッチにステンレ
スワイヤー5に連結したレッド14を落し基面均し面の
高さを計測する。12は捨石マウンドを示す。
Fig. 4 shows an example of a finished shape inspection with a leveling accuracy of the base surface.
Wire tensioning device (supporting stand) 2 on the base leveling ship 1.
6 of them are attached, the base surface smoothing surface 13 is dropped to the red wire 14 connected to the stainless wire 5 at a pitch of 5 m, and the height of the base surface smoothing surface is measured. 12 shows a rubble mound.

[発明の効果] 以上の通り本発明によれば下記のすぐれた効果を奏す
る。
[Effects of the Invention] As described above, the present invention has the following excellent effects.

(i) 陸上から船上に設けた反射プリズムの高さを光
学的に計測するので、測定結果が正確である。
(I) Since the height of the reflecting prism provided on the ship from land is optically measured, the measurement result is accurate.

(ii) 船上に設けた反射プリズムは風波の影響がない
ので正確な測定ができる。
(Ii) Accurate measurement is possible because the reflection prism installed on board is not affected by wind waves.

(iii) ピアノ線やステンレスワイヤは細くて丈夫で
あるから、反射プリズムの保持が容易で光に対して干渉
しない。
(Iii) Since the piano wire and the stainless steel wire are thin and durable, it is easy to hold the reflecting prism and does not interfere with light.

【図面の簡単な説明】[Brief description of drawings]

第1図は本発明に係る水深下の構造物等の高さ計測方法
を示す説明図、第2図は第1図の支持架台部分の詳細
図、第3図は本発明により基面均し設備水中桁高さを計
測する態様を示す図、第4図は本発明により基面均しの
均し精度の出来形を検査する態様を示す図である。 1……台船、2……支持架台、3……アルミシーブ、4
……水中桁、5a……ピアノ線、5b……ステンレスワ
イヤー、6……反射プリズム、7…ウエイト、8……光
波距離計
FIG. 1 is an explanatory view showing a method of measuring the height of a structure under water according to the present invention, FIG. 2 is a detailed view of a supporting frame portion of FIG. 1, and FIG. FIG. 4 is a diagram showing a mode of measuring the height of the underwater girder of the equipment, and FIG. 4 is a diagram showing a mode of inspecting a finished form with a leveling precision of a base surface leveling according to the present invention. 1 ... Boat, 2 ... Supporting platform, 3 ... Aluminum sheave, 4
...... Underwater girder, 5a ...... Piano wire, 5b ...... Stainless wire, 6 ...... Reflecting prism, 7 ...... Weight, 8 ...... Light wave range finder

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】台船上に立設した支持架台に設けた滑車に
紐状体を掛渡して、その一端を水深下の構造物等に固定
すると共に、他端にウエイトを取付けて紐状体に常に一
定の張力をもたせ、その紐状体の水面上にある垂直部分
にターゲットとなる反射プリズムを取付け、その紐状体
が水深下の構造物等と反射プリズム間がピアノ線であ
り、反射プリズムとウエイト間がステンレスワイヤーで
構成されている水深下の構造物等の高さ測定方法におい
て、陸上の基点に設置した光波距離計で上記反射プリズ
ムを視準して、反射プリズムの高さを測定し、その測定
した反射プリズムの高さに基づき水深下の構造物等の高
さを計測することを特徴とする水深下の構造物等の高さ
計測方法。
1. A cord-like body, in which a string-shaped body is hung on a pulley provided on a support stand erected on a ship, one end of which is fixed to a structure under water and a weight is attached to the other end. A constant amount of tension is always applied to, and a reflective prism that serves as a target is attached to the vertical portion of the string-like body above the water surface.The string-like body is a piano wire between the structure under water and the reflecting prism, When measuring the height of a structure under water, in which the space between the prism and the weight is made of stainless steel wire, collimate the reflecting prism with an optical distance meter installed at the base point on land, and measure the height of the reflecting prism. A method for measuring the height of a structure, etc. under the water, which comprises measuring and measuring the height of the structure, etc. under the water based on the measured height of the reflecting prism.
JP62053038A 1987-03-10 1987-03-10 How to measure the height of structures under water Expired - Lifetime JPH0623657B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62053038A JPH0623657B2 (en) 1987-03-10 1987-03-10 How to measure the height of structures under water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP62053038A JPH0623657B2 (en) 1987-03-10 1987-03-10 How to measure the height of structures under water

Publications (2)

Publication Number Publication Date
JPS63221215A JPS63221215A (en) 1988-09-14
JPH0623657B2 true JPH0623657B2 (en) 1994-03-30

Family

ID=12931717

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62053038A Expired - Lifetime JPH0623657B2 (en) 1987-03-10 1987-03-10 How to measure the height of structures under water

Country Status (1)

Country Link
JP (1) JPH0623657B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111637811A (en) * 2020-04-17 2020-09-08 沪东中华造船(集团)有限公司 Method for quickly adjusting height of steel wire of ship piano

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5821206B2 (en) * 1976-04-27 1983-04-27 不動建設株式会社 Water depth measuring device

Also Published As

Publication number Publication date
JPS63221215A (en) 1988-09-14

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