JPS62134518A - Method for measuring inclination of penetration type steel plate cell body - Google Patents

Method for measuring inclination of penetration type steel plate cell body

Info

Publication number
JPS62134518A
JPS62134518A JP27509885A JP27509885A JPS62134518A JP S62134518 A JPS62134518 A JP S62134518A JP 27509885 A JP27509885 A JP 27509885A JP 27509885 A JP27509885 A JP 27509885A JP S62134518 A JPS62134518 A JP S62134518A
Authority
JP
Japan
Prior art keywords
steel plate
plate cell
cell body
pressure receiving
pressure
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.)
Granted
Application number
JP27509885A
Other languages
Japanese (ja)
Other versions
JPH0451764B2 (en
Inventor
Isao Hojo
北条 功
Hideto Taniguchi
英人 谷口
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.)
Toa Corp
Original Assignee
Toa 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 Toa Corp filed Critical Toa Corp
Priority to JP27509885A priority Critical patent/JPS62134518A/en
Publication of JPS62134518A publication Critical patent/JPS62134518A/en
Publication of JPH0451764B2 publication Critical patent/JPH0451764B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

PURPOSE:To make it possible to immediately adjust the direction of a steel plate cell body, by respectively connecting the upper parts of mutually opposed pressure receiving plate sets provided in the direction at a right angle to the line connecting two points opposed to each other and detecting the pressure difference of said sets to measure the inclination of the steel plate cell body. CONSTITUTION:At least two sets each consisting of a pair of mutually opposed liquid receiving bodies 9, a communication pipe 10 and a pressure receiving body 11 are provided in the direction at a right angle to the line connecting a pair of the mutually opposed liquid receiving bodies 9. The upper parts of the mutually opposed pressure receiving bodies 11 are respectively connected to pressure converters 12 and the pressure difference between the pressure receiving bodies 11 opposed to each other is detected to be digitally displayed, for example, on a cathode ray tube. By this constitution, an operator can grasp the drive-in state of a steel plate cell body in a real time. If the steel plate cell body is driven in on the basis of thus measured inclination of the steel plate cell body by the vibration of a vibrohammer while adjustment for vertically driving in the steel plate cell body by various means such as the movement of a crane ship is performed, the vertical drive-in of the steel plate cell body is performed.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は根入れ式鋼板セル体の傾斜測定方法に関するも
のである。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to a method for measuring the inclination of an embedded steel plate cell body.

〔従来技術〕[Prior art]

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
じめ一体化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 realize deep-water structures with higher precision.In order to meet this demand, pre-integrated steel plates have been developed. 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ノλ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
詰砂を入れて強固な壁体をつくるもので、大水深構造物
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, a steel plate cell body is driven into the steel plate cell body by synchronized operation of multiple vibronic λ hammers, transmitting strong vibration energy evenly to the steel plate cell body, and then filling sand is immediately poured into the steel plate cell body to form a strong wall. It is attracting attention as a system that allows offshore work on deep-water 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 the most important thing in order to perform an accurate vertical drive.

〔発明の目的〕[Purpose of the invention]

本発明は前記のごとき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な鋼板セル体の傾斜測定方
法を提供することを目的としてなされたものである。
The present invention has been made for the purpose of providing a method for measuring the inclination of a steel plate cell body that can obtain information on the levelness of the steel plate cell body in real time when driving the steel plate cell body in the above-mentioned embedded type steel plate cell construction method. It is something.

〔発明の構成〕[Structure of the invention]

以上の目的を達成するための本発明の根入れ式鋼板セル
体の傾斜測定方法は鋼板セル体上に位置させたベースリ
ングの相対向する二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、かつ該液体収納体の近傍
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て密封し、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二点
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 order to achieve the above object, the inclination measurement method of the embedded type steel plate cell body of the present invention involves erecting liquid storage bodies on two opposing points of a base ring positioned on the steel plate cell body, and are connected by a communication pipe, and a pressure receiving body is provided near the liquid storage body, the pressure receiving body is in liquid 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 these are sealed. At least one more set consisting of a liquid storage body, a communication pipe, and a pressure receiving body communicating with each other is provided in a direction perpendicular to the line connecting the two opposing points, and a pressure transducer is provided above each of the opposing pressure receiving bodies. In conclusion, this method is characterized in that the inclination of the steel plate cell body is measured by detecting the pressure difference between the pressure receiving bodies facing each other.

〔発明の実施例〕[Embodiments of the invention]

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.

まず、この根入れ式鋼板セル工法は、第4=A5に示す
ように、あらかじめ一体化された鋼板セル体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<、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、図示されていないクレーン船等のフ
ック15で吊り下げられた吊り金物5との間に、複数の
バイブロハンマー6を介設し、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ベースリング4を介して均等に鋼板
セル体1に伝えながら、−気に海底地盤2中に鋼板セル
体1を打設し、打設後に第4−C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。
First, in this embedded steel plate cell construction method, as shown in No. 4 = A5, the steel plate cell body 1 integrated in advance is placed on the water surface W.
,L, In order to directly drive into the seabed ground 2 below, after positioning, the upper end of the steel plate cell body 1 is integrated with the base ring 4 by the hydraulic chuck 3, as shown in Figs. A plurality of vibrohammers 6 are interposed between a hanging metal object 5 suspended from a hook 15 of a crane ship (not shown) above, and each vibrohammer 6 is connected by a shaft 7 and synchronized. While operating the steel plate cell body 1 and evenly transmitting strong vibrational energy to the steel plate cell body 1 through the base ring 4, the steel plate cell body 1 is poured into the seabed ground 2, and after the casting, the steel plate cell body 1 is placed in the seabed as shown in Fig. 4-C. The filling process is completed by filling with filling sand 8.

次に、以上のごとく鋼板セル体1の上部に位置させたベ
ースリング4の相対向する二点上に、第1図に示すごと
くそれぞれ水等の液体りを収納した液体収納体9を立設
し、それらの底部を連通管10で連通し、更に各液体収
納体9の近傍に、連通管IOと液体収納体9と液体して
連通した受圧体11を設け、その受圧体11の上方の液
体りの上に気体FiAを設けて密封し、この各気体層へ
の圧力を信号に変換する圧力変換器12にそれぞれ連結
している。この気体層Aはバイブロハンマーで鋼板セル
体1を打設するため、その振動の影響を少なくする意味
で設けである。
Next, as shown in FIG. 1, liquid storage bodies 9 each containing a liquid such as water are erected on two opposing points of the base ring 4 positioned above the steel plate cell body 1 as described above. The bottoms of these bodies are communicated with each other by a communication pipe 10, and a pressure receiving body 11 is provided near each liquid storage body 9 and is in fluid communication with the communication pipe IO and the liquid storage body 9. A gas FiA is provided and sealed above the liquid reservoir, and is connected to a pressure transducer 12 that converts the pressure applied to each gas layer into a signal. This gas layer A is provided to reduce the influence of vibration since the steel plate cell body 1 is hammered with a vibrohammer.

なお、第1図において、1点鎖線で示すのは、鋼板セル
体lの傾斜時の状態を示しており、この場合でも1対の
液体収納体9の液体りのレベルは連通管10の作用によ
り同一レベルに保持されており、受圧体11の各気体層
Aの圧力のみに圧力差りがでてくるので、これを検出し
て、それを傾斜角度に換算すれば鋼板セル体1の傾斜を
測定できる。
In addition, in FIG. 1, the dashed line indicates the state when the steel plate cell body l is tilted, and even in this case, the level of liquid in the pair of liquid storage bodies 9 is determined by the action of the communication pipe 10. Since the pressure difference occurs only in the pressure of each gas layer A of the pressure receiving body 11, by detecting this and converting it into an inclination angle, the inclination of the steel plate cell body 1 can be determined. can be measured.

なお、上記連通管10はビニール管などのパイプ状のも
のを使用することができ、また液体収納体9もビニール
管などをステイ部材で支持したものでもよい。
Note that the communication pipe 10 may be a pipe-shaped pipe such as a vinyl pipe, and the liquid storage body 9 may also be a vinyl pipe or the like supported by a stay member.

以上の相対向する各一対の液体収納体9、連通管10、
受圧体11等のセットを、第2図に示すごとく少な(と
ももう1セント、上記一対の相対向する液体収納体9を
結ぶ線と直角方向に設け、これら相対向する受圧体11
の上方をそれぞれ圧力変換器12と連結し、それぞれ対
向する受圧体11同志の圧力差りを検出して第3図に示
す、例えばブラウン管13上にディジタル表示でディス
プレイすることにより、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。
Each pair of liquid storage bodies 9 and communication pipes 10 facing each other,
As shown in FIG.
The upper portions of each are connected to pressure transducers 12, and the pressure difference between the opposing pressure receiving bodies 11 is detected and displayed digitally on, for example, a cathode ray tube 13 as shown in FIG. This will allow you to understand the pouring status in real time.

以上によって測定された鋼板セル体1の傾斜をもとにし
て、クレーン船等のフック15から吊られた吊り金物5
の傾斜角度を調整やクレーン船の櫓の角度の調整、クレ
ーン船の移動などの手段により鋼板セル体1を垂直に打
ち込むための調整を行ないながら、バイブロハンマー6
の振動により打ち込めば、鋼板セル体1の垂直な打設が
行なわれる。
Based on the inclination of the steel plate cell body 1 measured as described above, the hanging hardware 5 suspended from the hook 15 of a crane ship, etc.
The vibro hammer 6
When the steel plate cell body 1 is driven by the vibration, the steel plate cell body 1 is driven vertically.

なお、上記の実施例では、相対向する各一対の液体収納
体9、連通管10、受圧体11等のセットを2セント設
けているが、更に多数セント設ければ、より正確な傾斜
測定を行なうことができる。
In the above embodiment, 2 cents are provided for each pair of opposing liquid storage bodies 9, communication pipe 10, pressure receiving body 11, etc., but if more cents are provided, more accurate inclination measurement can be achieved. can be done.

〔発明の効果〕〔Effect of the invention〕

以上に説明したごとく、本発明の傾斜測定方法を採用す
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向きを調整できるので、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。
As explained above, by adopting the inclination measurement method of the present invention, information on the levelness of the steel plate cell body when driving the steel plate cell body can be grasped in real time, and the orientation of the steel plate cell body can be immediately determined based on that information. can be adjusted, it becomes possible to carry out accurate embedding type steel plate cell construction, and the casting work can be carried out quickly and accurately.

また、本発明の傾斜測定方法では、液体収納体をベース
リング上に取付ける比較的構造の簡単な装置により正確
に傾斜測定ができ、しかもその測定装置のコストも安価
であり経済的である。
Furthermore, in the inclination measuring method of the present invention, inclination can be accurately measured using a relatively simple device in which the liquid container is mounted on the base ring, and the cost of the measuring device is low and economical.

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

第1図は本発明の根入れ式鋼板セル体の傾斜測定方法を
通用した鋼板セル施工時の$4板セル体の傾斜測定装置
の一実施例における概略側断面図、第2図は第1図の概
略平面図、第3図は第1図の傾斜測定装置の測定結果を
表示するブラウン管装置のディスプレイ部を示す図面、
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・・・&T4板セル体、4・・・ベースリング、9・
・・液体収納体、10・・・連通管、11・・・受圧体
、12・・・圧力変換器、A・・・気体層、D・・・圧
力差、12・・・液体。
Fig. 1 is a schematic side sectional view of an embodiment of the inclination measuring device for a $4 plate cell body during steel plate cell construction using the method for measuring the inclination of a steel plate cell body of the present invention; 3 is a schematic plan view of the figure; FIG. 3 is a drawing showing the display section of the cathode ray tube device that displays the measurement results of the inclination measuring device of FIG. 1;
Figures 4-A, 4-B, and 4-C are a series of side views showing the embedded steel plate cell construction method. 1...&T4 plate cell body, 4... base ring, 9...
...Liquid storage body, 10...Communication pipe, 11...Pressure receiving body, 12...Pressure transducer, A...Gas layer, D...Pressure difference, 12...Liquid.

Claims (1)

【特許請求の範囲】[Claims] 鋼板セル体上に位置させたベースリングの相対向する二
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、かつ該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て密封し、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二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根入れ式鋼板
セル体の傾斜測定方法。
A liquid storage body is provided upright on two opposing points of a base ring placed on a steel plate cell body, and these are communicated by a communication pipe, and a communication pipe and a liquid storage body are installed near the liquid storage body. A pressure receiving body is provided in fluid communication with the body, and a gas layer is provided on top of the liquid in the pressure receiving body to seal it, and at least one set consisting of a liquid storage body, a communication pipe, and a pressure receiving body communicated with the pressure body is provided with at least one other set as described above. It is installed in a direction perpendicular to the line connecting two opposing points, and the upper parts of these opposing pressure receiving bodies are connected to pressure transducers, and the pressure difference between the opposing pressure receiving bodies is detected to detect the inclination of the steel plate cell body. A method for measuring the inclination of embedded steel plate cell bodies.
JP27509885A 1985-12-09 1985-12-09 Method for measuring inclination of penetration type steel plate cell body Granted JPS62134518A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27509885A JPS62134518A (en) 1985-12-09 1985-12-09 Method for measuring inclination of penetration type steel plate cell body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27509885A JPS62134518A (en) 1985-12-09 1985-12-09 Method for measuring inclination of penetration type steel plate cell body

Publications (2)

Publication Number Publication Date
JPS62134518A true JPS62134518A (en) 1987-06-17
JPH0451764B2 JPH0451764B2 (en) 1992-08-20

Family

ID=17550743

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27509885A Granted JPS62134518A (en) 1985-12-09 1985-12-09 Method for measuring inclination of penetration type steel plate cell body

Country Status (1)

Country Link
JP (1) JPS62134518A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01165912A (en) * 1987-12-22 1989-06-29 Toa Harbor Works Co Ltd Apparatus for detecting inclination of steel plate cell
EP1722202A2 (en) * 2005-05-13 2006-11-15 ABB Service S.r.l Device for detecting the position of a mobile element to which it is coupled and related mobile element

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5029228U (en) * 1973-07-11 1975-04-03
JPS51115955U (en) * 1975-03-17 1976-09-20
JPS5322356U (en) * 1976-08-05 1978-02-24
JPS5726006U (en) * 1980-07-19 1982-02-10
JPS58118902A (en) * 1982-01-07 1983-07-15 Touyoko Erumesu:Kk Method for measuring vertical displacement quantity and deflection quantity of structure

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5461801A (en) * 1977-10-26 1979-05-18 Ono Seiko Kk Suppressing mechanism

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5029228U (en) * 1973-07-11 1975-04-03
JPS51115955U (en) * 1975-03-17 1976-09-20
JPS5322356U (en) * 1976-08-05 1978-02-24
JPS5726006U (en) * 1980-07-19 1982-02-10
JPS58118902A (en) * 1982-01-07 1983-07-15 Touyoko Erumesu:Kk Method for measuring vertical displacement quantity and deflection quantity of structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01165912A (en) * 1987-12-22 1989-06-29 Toa Harbor Works Co Ltd Apparatus for detecting inclination of steel plate cell
EP1722202A2 (en) * 2005-05-13 2006-11-15 ABB Service S.r.l Device for detecting the position of a mobile element to which it is coupled and related mobile element
EP1722202A3 (en) * 2005-05-13 2006-11-29 ABB Service S.r.l Device for detecting the position of a mobile element to which it is coupled and related mobile element
US7652591B2 (en) 2005-05-13 2010-01-26 Abb S.P.A. Device for detecting the position of a mobile element to which it is coupled and related mobile element

Also Published As

Publication number Publication date
JPH0451764B2 (en) 1992-08-20

Similar Documents

Publication Publication Date Title
CN102767176A (en) Hoisting positioning construction method of pile foundation steel reinforcement cage
CN112609692A (en) Construction method of prestressed pipe pile in complex geological area filled with sea
CN214143193U (en) Fixing device is buried underground to earth pressure cell to level
CN107675734B (en) A kind of underwater directional vehicle construction dynamic monitoring method
CN207846495U (en) Large-scale well-sinking foundation construction real-time monitoring system based on long range radio transmissions technology
CN109610441A (en) It is a kind of to use hydraulic vertical adjustment frame inverse method one-column one-pile construction method
JPS62134518A (en) Method for measuring inclination of penetration type steel plate cell body
CN102587386A (en) Reverse HPE (hydraulic perpendicular embedding) construction method for steel pipe columns in basement
CN211042900U (en) Hollow model pile and pouring device thereof
CN102587377B (en) Drop hammer type pile sinking device and pile sinking method thereof
JP2958696B1 (en) Underwater rubble foundation slope leveling method and its weight
JPH0835836A (en) Method and apparatus for measuring displacement of subsoil of sea bottom
JP2005248661A (en) Construction method of breakwater and index fixture
KR100339036B1 (en) Remote control submerged finisher and method for the same
CN209308031U (en) A kind of hydraulic modulation platform
JPH01165912A (en) Apparatus for detecting inclination of steel plate cell
CN217580327U (en) Bored concrete pile underwater concrete liquid level sounding detection device
JPS6036909A (en) Apparatus for measuring angle of inclination of steel plate cell
CN213926418U (en) Measuring device for displacement and internal force of pile foundation
CN204854895U (en) Concrete dipperstick under water
CN210946917U (en) Mud dado bored concrete pile sediment thickness short-term test device
CN209013976U (en) A kind of inclinometer pipe top cover
CN211472608U (en) Underwater steel pipe pile bearing capacity detection tool
JP2015129661A (en) Levelness measuring device and method of driven pile
CN221218916U (en) Pile foundation subsidence range unit