JPH01165912A - Apparatus for detecting inclination of steel plate cell - Google Patents
Apparatus for detecting inclination of steel plate cellInfo
- Publication number
- JPH01165912A JPH01165912A JP32275787A JP32275787A JPH01165912A JP H01165912 A JPH01165912 A JP H01165912A JP 32275787 A JP32275787 A JP 32275787A JP 32275787 A JP32275787 A JP 32275787A JP H01165912 A JPH01165912 A JP H01165912A
- Authority
- JP
- Japan
- Prior art keywords
- steel plate
- plate cell
- float
- points
- liquid
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 45
- 239000010959 steel Substances 0.000 title claims abstract description 45
- 239000007788 liquid Substances 0.000 claims abstract description 33
- 238000004891 communication Methods 0.000 claims abstract description 12
- 238000005266 casting Methods 0.000 claims description 6
- 238000001514 detection method Methods 0.000 claims description 5
- 210000005056 cell body Anatomy 0.000 abstract description 28
- 210000004027 cell Anatomy 0.000 abstract description 16
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 10
- 230000000694 effects Effects 0.000 abstract description 3
- 239000004927 clay Substances 0.000 abstract description 2
- 230000000630 rising effect Effects 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 10
- 238000005259 measurement Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 3
- 239000004576 sand Substances 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、根入れ式の鋼板セル体の傾斜検出装置に関す
るものである。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a device for detecting the inclination of an embedded type steel plate cell body.
本邦海域の利用が多様化し、かつ高度化してきている近
年、より精度の高い、大水深構造物を実現することが急
務とされてきており、その要求に応えるために、あらか
じめ一体止された鋼板セル体を海底地盤中に直接打ち込
む根入れ式鋼板セル工法が採用されている。In recent years, as the use of Japan's sea areas has become more diverse and sophisticated, there has been an urgent need to create deep-water structures with higher precision. The steel plate cell construction method, in which the cell body is driven directly into the seabed, is used.
この工法は、鋼板セル体を複数のバイブロハンマーを同
調運転させて、強力な振動エネルギーを均等に鋼板セル
体に伝えながら打ち込みを行ない、その後、直ちに中詰
砂を入れた強固な壁体をつくるもので、大水深海構造物
の海上作業を迅速に、正確に、かつ経済的に行なう族ニ
ジステムとして注目されている。In this construction method, multiple vibrohammers are operated in synchronization to drive the steel plate cell body while transmitting powerful vibration energy evenly to the steel plate cell body.Then, a strong wall is immediately filled with sand filling. This system is attracting attention as a system that allows offshore work on deep-sea structures to be carried out quickly, accurately, and economically.
しかしながら、上記根入れ式鋼板セル工法における鋼板
セル体の打ち込みに際しては、その鋼板セル体の水平度
を常に保持することが重要であり、そのためには、その
水平度の情報をリアルタイムで把握しながら管理するこ
とが、正確に垂直な打ち込みを行なうために最も必要な
ことである。However, when driving the steel plate cell body in the above-mentioned embedded steel plate cell construction method, it is important to always maintain the levelness of the steel plate cell body. Control is paramount to achieving accurate vertical driving.
そこで、根入れ式鋼板セル工法における鋼板セル体の打
ち込み時における鋼板セル体の水平度の情報をリアルタ
イムで把握可能とするため、根入れ式鋼板セル体の傾斜
測定方法に関する特開昭62−134518の発明がな
されている。Therefore, in order to be able to grasp information on the levelness of a steel plate cell body in real time when driving the steel plate cell body in the embedded type steel plate cell construction method, Japanese Patent Application Laid-Open No. 62-134518 on a method for measuring the inclination of a embedded type steel plate cell body was published. inventions have been made.
この発明は、鋼板セル体上に位置させたベースリングの
相対向する2点上にそれぞれ液体収納体を立設し、それ
らを連通管にて連通し、かつその液体収納体の近傍に、
連通管と液体収納体と液体で連通した受圧体を設け、か
つ受圧体の液体の上に気体層を設け、これら液体で通じ
ている液体収納体、連通管および受圧体からなるセット
を少なくとももう一対前記相対向する2点を結ぶ線と直
角方向に設け、それらの相対向する受圧体の上方をそれ
ぞれ圧力変換器と結び、それぞれ相対向する受圧体同志
の圧力差を検出して鋼板セル体の傾斜を測定することを
特徴としたものである。In this invention, a liquid storage body is provided upright on two opposing points of a base ring located on a steel plate cell body, and these are communicated through a communication pipe, and in the vicinity of the liquid storage body,
A pressure receiving body is provided in fluid communication with the communication pipe and the liquid storage body, and a gas layer is provided on top of the liquid in the pressure receiving body, and at least one set consisting of the liquid storage body, the communication pipe, and the pressure receiving body that communicates with the liquid is provided. A pair of opposing pressure receiving bodies are provided in a direction perpendicular to the line connecting the two opposing points, and the upper parts of the opposing pressure receiving bodies are connected to pressure transducers, and the pressure difference between the opposing pressure receiving bodies is detected and the steel plate cell body is It is characterized by measuring the slope of
しかしながら、上記の方法のごとく、連通管で連通され
た2点にそれぞれ立設された液体収納体の液面は、鋼板
セル体をバイブロハンマーで打つ際に激しく振動し、そ
の液面が動くため、正確な測定が行なわれ得ないという
問題があった。However, as in the above method, the liquid level of the liquid storage bodies installed upright at two points connected by a communication pipe vibrates violently when the steel plate cell body is hit with a vibrohammer, and the liquid level moves. However, there was a problem in that accurate measurements could not be made.
〔発明の目的〕
本発明は、前記従来の問題点を解消するためになされた
ものであり、根入れ式鋼板セル工法等における鋼板セル
体の打ち込み時においても、その振動が測定部に伝わり
に<<、正確な液面測定が可能な鋼板セルの傾斜検出装
置を提供することを目的としたものである。[Object of the Invention] The present invention has been made in order to solve the above-mentioned conventional problems.Even when driving a steel plate cell body in the embedded steel plate cell construction method, etc., the vibrations are not transmitted to the measuring part. <<The object of the present invention is to provide a steel plate cell inclination detection device that can accurately measure the liquid level.
上記の目的を達成可能とする本発明の鋼板セルの傾斜検
出装置は、鋼板セル体上に位置されるベースリング等の
打設装置上の周囲の前後方向に対向する2点及び左右方
向に対向する2点それぞれに連通ずる2本の液体収納の
連通管を設け、上記各2点にそれぞれ立設させた立上り
管内の液面上にフロートを浮設して、各立上り管内の液
面を各フロートの上方に設けた超音波水位計、各フロー
トの下面に設けた水圧計等の測定装置により測定するよ
うにしたことを特徴としたものである。The steel plate cell inclination detection device of the present invention, which can achieve the above object, has two points facing each other in the front and back direction on the periphery of a driving device such as a base ring located on a steel plate cell body, and two points facing each other in the left and right direction. Two liquid storage communication pipes are provided that communicate with each of the two points, and a float is placed above the liquid level in the riser pipes installed at each of the two points, so that the liquid level in each riser pipe can be controlled at each level. This is characterized in that measurement is performed using measurement devices such as an ultrasonic water level gauge provided above the floats and a water pressure gauge provided on the bottom surface of each float.
上記のごとく各立上り管内にフロートを浮設することに
より、鋼板セル打設時の振動による液面の波立ちを防止
し、振動の影響を最少にし、正確な液面測定を行なわせ
、鋼板セルの傾斜を正しく検出することができる。By floating a float in each riser pipe as described above, it is possible to prevent the liquid surface from undulating due to vibrations during steel plate cell casting, minimize the effects of vibration, and ensure accurate liquid level measurement. Tilt can be detected correctly.
以下図面を参照して本発明の根入れ式鋼板セル体の傾斜
測定方法を適用した鋼板セル工法施工時の鋼板セル体の
傾斜測定方法の実施例について説明する。DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a method for measuring the inclination of a steel plate cell body during construction using the steel plate cell construction method will be described below with reference to the drawings.
ます、この根入れ式鋼板セル工法は、第4−A図に示す
ように、あらかじめ一体止された鋼板セル体1を水面W
、L、下の海底地盤2中に直接打ち込むため、位置決め
の後、第4−B図に示すごとく、鋼板セル体1の上端を
油圧チャック3によりベースリング4と一体的にし、ベ
ースリング4上に、複数のバイブロハンマー6を配設し
、これら各バイブロハンマー6をシャフト7で連結しな
がら、同調運転させ、強力な振動エネルギーを油圧チャ
ック3を介して均等に鋼板セル体1に伝えながら、いつ
きに海底地盤2中に鋼板セル体1を打設し、打設後に第
4−0図のごとく中詰砂8を充填して打設を完了するも
のである。As shown in Figure 4-A, this embedded steel plate cell construction method uses steel plate cell bodies 1 that have been fixed together in advance on the water surface W.
, L. In order to directly drive into the seabed ground 2 below, after positioning, as shown in Figure 4-B, the upper end of the steel plate cell body 1 is integrated with the base ring 4 by the hydraulic chuck 3, and , a plurality of vibrohammers 6 are arranged, each of these vibrohammers 6 is connected by a shaft 7 and operated in synchronization, and powerful vibration energy is uniformly transmitted to the steel plate cell body 1 via the hydraulic chuck 3. At some point, the steel plate cell body 1 is cast into the seabed ground 2, and after the casting, filling sand 8 is filled as shown in Fig. 4-0 to complete the casting.
次に、以上のごとく鋼板セル体1の上部に位置させた鋼
板セル打設装置であるベースリング4上の第1−A図に
示す周囲の前後方向に対向する2点A、 B及び左右
方向に対向する2点C2Dをそれぞれ連通する2本の液
体収納の連通管10A、IOCを設け、上記連通管10
A、10Cの各両端、即ちA、B、C,Dの点それぞれ
に立設させた第1−B図に示す各立上り管11内に、第
2図に示すごとき円筒状の水密構造のフロート12をそ
れぞれ浮設している。Next, two points A and B facing each other in the front and rear direction around the base ring 4, which is a steel plate cell casting device located on the upper part of the steel plate cell body 1 as shown in FIG. Two liquid storage communication pipes 10A and IOC are provided to communicate two points C2D facing each other, and the communication pipe 10
A float having a cylindrical watertight structure as shown in FIG. 2 is installed in each riser pipe 11 shown in FIG. 12 each are floating.
更に、各立上り管11内の上方には、超音波水位計14
をそれぞれ配設して、各立上り管11内のフロート上面
Uの変化を測定するようにしている。Furthermore, an ultrasonic water level gauge 14 is installed above each riser 11.
are arranged to measure changes in the float upper surface U in each riser 11.
このフロート12の外径dは、立上り管11の内径りよ
りも僅かに小さく形成しており、第3図のごとく内部に
粘土等のバラスト13を入れてその浮上状態を調整して
いるが、例えば、立上り管11の内径りを50鰭とした
場合、フロート12の外径dを48酊としてその間隙を
少なくすると共に、立上り管11内の液面Wからフロー
ト12の頂部の突出高さHが2011111程度になる
ようにバラスI・13の調整を行なうことが、鋼板セル
体1の打設時においても、この立上り管内の液面Wの振
動による波立ちをおさえながら、その液面Wの変化を精
度良(測定する上で好ましいことが実験により確認ずみ
である。The outer diameter d of this float 12 is formed to be slightly smaller than the inner diameter of the riser pipe 11, and as shown in FIG. 3, a ballast 13 such as clay is placed inside to adjust the floating state. For example, if the inner diameter of the riser 11 is 50 mm, the outer diameter d of the float 12 is set to 48 mm to reduce the gap, and the height H of the top of the float 12 protrudes from the liquid level W in the riser 11. By adjusting the ballast I 13 so that the value is approximately 2011111, even when the steel plate cell body 1 is cast, changes in the liquid level W can be suppressed while suppressing the ripples caused by vibrations of the liquid level W in the riser pipe. It has been confirmed through experiments that it is preferable for measuring with good accuracy.
以上のごとく、ベースリング4上の前後及び左右の各点
A、B、C,Dの立上り管11内の液面Wの各変化をパ
ソコン等を用いて比較すると共に、鋼板セル体1の傾斜
測定結果をブラウン管等にデイスプレィすることにより
、運転者はその打設状態をリアルタイムに把握できるこ
とになる。As described above, while comparing each change in the liquid level W in the riser pipe 11 at each point A, B, C, D on the front, back, left and right sides of the base ring 4 using a computer etc., the inclination of the steel plate cell body 1 is By displaying the measurement results on a cathode ray tube or the like, the driver can grasp the placement status in real time.
なお、上記実施例ではフロート上面Uの変化を超音波水
位計14で測定しているが、通常−般の水位計でも良く
、また立上り管11の底部に水圧計を設けて立上り管内
の液圧の変化を測定しても良い。In the above embodiment, changes in the upper surface U of the float are measured by the ultrasonic water level gauge 14, but a normal water level gauge may also be used, or a water pressure gauge may be provided at the bottom of the riser pipe 11 to measure the liquid pressure in the riser pipe. It is also possible to measure changes in .
本発明の傾斜検出装置を採用すれば、鋼板セル体の打ち
込み時における鋼板セル体の水平度の情報をリアルタイ
ムで把握でき、その情報に対応して直ちに鋼板セル体の
傾斜を調整できるので、正確な根入れ式鋼板セル施工が
可能になり、その打設作業を迅速に、かつ正確に行なう
ことができる。By adopting the inclination detection device of the present invention, information on the horizontality of the steel plate cell body when driving the steel plate cell body can be grasped in real time, and the inclination of the steel plate cell body can be adjusted immediately in accordance with that information, making it possible to accurately This makes it possible to perform deep-rooted steel plate cell construction, and the casting work can be performed quickly and accurately.
特に本発明では、連通管で底部を連通された立上り管内
にフロートを浮設しているので、鋼板セル体の打設時の
振動による液面の波立ちが防止でき、液面測定時に、上
記の振動が伝わりにくくなっているので、より正確な傾
斜測定ができるという利点があり、しかもフロートを設
けるだけであるので、そのコストも安価であり、経済的
である。In particular, in the present invention, since the float is floating in the riser pipe whose bottom part is communicated with the communication pipe, it is possible to prevent the liquid surface from undulating due to vibrations during pouring of the steel cell body, and when measuring the liquid level, the above-mentioned Since vibrations are less likely to be transmitted, there is an advantage that more accurate inclination measurement can be performed, and since only a float is provided, the cost is low and economical.
第1−A図は本発明の一実施例における鋼板セルの傾斜
検出装置の概略平面図、第1−B図は第1−A図のI−
1方向の側断面図、第2図は第1−B図の立上り管の要
部拡大側断面図、第3図は第2図のフロートの拡大側断
面図、第4−A図、第4−B図及び第、4−C図は根入
れ式鋼板セル工法を示す一連の側面図である。
1・・・鋼板セル体、4・・・ベースリング、■OA。
10C・・・連通管、11・・・立上り管、12・・・
フロート、14・・・超音波水位計、A、B・・・前後
方向に対向する点、C,D・・・左右方向に対向する点
。
代理人 弁理士 小 川 信 −Fig. 1-A is a schematic plan view of a steel plate cell inclination detection device according to an embodiment of the present invention, and Fig. 1-B is a schematic plan view of the I--
Figure 2 is an enlarged side sectional view of the main part of the riser pipe in Figure 1-B, Figure 3 is an enlarged side sectional view of the float in Figure 2, Figure 4-A, Figure 4 Figures -B, 4-C and 4-C are a series of side views showing the embedded steel plate cell construction method. 1... Steel plate cell body, 4... Base ring, ■OA. 10C...Communication pipe, 11...Rise pipe, 12...
Float, 14... Ultrasonic water level gauge, A, B... Points facing each other in the front-back direction, C, D... Points facing each other in the left-right direction. Agent Patent Attorney Nobuo Ogawa −
Claims (1)
び左右方向に対向する2点をそれぞれ連通する2本の液
体収納の連通管を設け、上記各2点にそれぞれ立設させ
た立上り管内の液面上にフロートを浮設して、各立上り
管内の液面の測定装置を設けた鋼板セル傾斜検出装置。Two liquid storage communication pipes are provided that communicate with two points facing each other in the front-rear direction and two points facing each other in the left-right direction on the surroundings of the steel sheet cell casting device, and stand-up pipes are installed at each of the above two points. A steel plate cell tilt detection device that has a float floating above the liquid level in each riser pipe to measure the liquid level in each riser pipe.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP32275787A JPH01165912A (en) | 1987-12-22 | 1987-12-22 | Apparatus for detecting inclination of steel plate cell |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP32275787A JPH01165912A (en) | 1987-12-22 | 1987-12-22 | Apparatus for detecting inclination of steel plate cell |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH01165912A true JPH01165912A (en) | 1989-06-29 |
Family
ID=18147303
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP32275787A Pending JPH01165912A (en) | 1987-12-22 | 1987-12-22 | Apparatus for detecting inclination of steel plate cell |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH01165912A (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4932438A (en) * | 1972-07-22 | 1974-03-25 | ||
JPS5719416B2 (en) * | 1974-09-17 | 1982-04-22 | ||
JPS62134518A (en) * | 1985-12-09 | 1987-06-17 | Toa Harbor Works Co Ltd | Method for measuring inclination of penetration type steel plate cell body |
-
1987
- 1987-12-22 JP JP32275787A patent/JPH01165912A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4932438A (en) * | 1972-07-22 | 1974-03-25 | ||
JPS5719416B2 (en) * | 1974-09-17 | 1982-04-22 | ||
JPS62134518A (en) * | 1985-12-09 | 1987-06-17 | Toa Harbor Works Co Ltd | Method for measuring inclination of penetration type steel plate cell body |
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