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JPS5836126B2 - Steel plate cell pouring equipment - Google Patents
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JPS5836126B2 - Steel plate cell pouring equipment - Google Patents

Steel plate cell pouring equipment

Info

Publication number
JPS5836126B2
JPS5836126B2 JP13631779A JP13631779A JPS5836126B2 JP S5836126 B2 JPS5836126 B2 JP S5836126B2 JP 13631779 A JP13631779 A JP 13631779A JP 13631779 A JP13631779 A JP 13631779A JP S5836126 B2 JPS5836126 B2 JP S5836126B2
Authority
JP
Japan
Prior art keywords
steel plate
plate cell
annular
cell
blocks
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
JP13631779A
Other languages
Japanese (ja)
Other versions
JPS5664025A (en
Inventor
秀雄 荻野
一知 丸橋
幸紀 高瀬
博嗣 三好
郁夫 浜田
哲也 薬師寺
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.)
Shimizu Construction Co Ltd
Nippon Steel Corp
Toa Corp
Original Assignee
Shimizu Construction Co Ltd
Sumitomo Metal Industries Ltd
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 Shimizu Construction Co Ltd, Sumitomo Metal Industries Ltd, Toa Corp filed Critical Shimizu Construction Co Ltd
Priority to JP13631779A priority Critical patent/JPS5836126B2/en
Publication of JPS5664025A publication Critical patent/JPS5664025A/en
Publication of JPS5836126B2 publication Critical patent/JPS5836126B2/en
Expired legal-status Critical Current

Links

Landscapes

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

Description

【発明の詳細な説明】 本発明は、あらかじめ一体構造に形成された大径の鋼板
セルの打設装置に関するものである。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a casting device for large-diameter steel plate cells that are previously formed into an integral structure.

護岸、岸壁、堤防等の構築を鋼板セルで施工する場合、
鋼板セルは大型の一体構造物で、かつ剛性が十分でない
ため打設が困難であり、従来、沈設場所を堀削し、沈設
後埋戻す等の一連の作業を行っており、手間を要すると
共に、作業が長期にわたるため、この間に気象条件等の
急変により過大な波圧等が加わる場合には、さらに鋼板
セルに特別な手段を構しなければならない等の困難があ
った。
When constructing sea walls, quay walls, embankments, etc. using steel plate cells,
Steel plate cells are large monolithic structures that are not sufficiently rigid, making them difficult to pour. Conventionally, a series of operations such as digging the site where they are placed and backfilling them after sinking is required, which is time-consuming and difficult. However, since the work takes a long time, if excessive wave pressure or the like is applied due to a sudden change in weather conditions during this period, there are additional difficulties such as the need to install special measures on the steel plate cells.

一方、大小各種の船舶が停泊する岸壁等を鋼板セルによ
り構築する場合において、その岸壁の位置及び使用目的
により、それぞれ径または深さの異なる各種の鋼板セル
を打設する必要があり、その場合、各種の鋼板セルの径
に適した打設装置を複数台用意する必要があり、その設
備費用が嵩むという問題があった。
On the other hand, when constructing quays, etc. where ships of various sizes are moored, using steel plate cells, it is necessary to cast various steel plate cells with different diameters or depths depending on the location of the quay and the purpose of use. However, there is a problem in that it is necessary to prepare a plurality of pouring devices suitable for the diameters of various steel plate cells, which increases the cost of the equipment.

そこで本発明は、前記従来の問題点を解消するために創
案されたものであり、鋼板セルの上縁を挟持する複数個
のチャックを介して、鋼板セルの扶持部に、互に完全に
同期した上下振動力を付与して、鋼板セルをきわめて容
易に、かつ急速に打設せしめると共に、各種の径の異な
る鋼板セルに対しても、1台の打設装置により打設可能
で、かつ、鋼板セルの形状、寸法またはその打設条件に
対応してその振動発生機の数を調整可能な鋼板セルの打
設装置を提供することを目的としたものである。
Therefore, the present invention has been devised to solve the above-mentioned problems of the conventional art. The present invention applies a vertical vibration force of up to 100 degrees to allow steel plate cells to be cast extremely easily and rapidly, and also enables steel plate cells with various diameters to be cast with a single casting device. The object of the present invention is to provide a steel plate cell driving device that can adjust the number of vibration generators in accordance with the shape and dimensions of the steel plate cell or its driving conditions.

即ち本発明は、鋼板セルの上縁にほぼ類似の形状を有す
る環状架台上に所要数の振動発生機を所定間隔、好まし
くは等間隔に配設し、それら各振動発生機を同期連動せ
しめると共に、その環状架台の下面には複数個の鋼板セ
ル扶持用チャックを所定間隔、好ましくは等間隔に配設
し、更に該環状架台をそれぞれ組合せ可能な複数個のブ
ロックにより形威せしめると共に、それらのブロックの
組合せにより、該環状架台の大きさを変化可能とせしめ
ることにより構成される。
That is, the present invention arranges a required number of vibration generators at predetermined intervals, preferably at equal intervals, on an annular frame having a shape substantially similar to the upper edge of a steel plate cell, and synchronizes and interlocks each of the vibration generators. A plurality of steel plate cell support chucks are arranged at predetermined intervals, preferably at equal intervals, on the lower surface of the annular pedestal, and furthermore, the annular pedestal is shaped by a plurality of blocks that can be combined with each other. It is constructed by making the size of the annular frame changeable by combining blocks.

以下図面を参照して本発明の実施例を説明する。Embodiments of the present invention will be described below with reference to the drawings.

まず、第1図から第3図に示す本発明の実施例において
、1は鋼板セル2の上縁とほぼ類似の形状である円形ま
たは多角形状の環状架台であって、この環状架台1の下
側には鋼板セル2の上縁を扶持する油圧チャック3,3
・・・が鋼板セル2の周方向に沿って等間隔に配設され
ている。
First, in the embodiment of the present invention shown in FIGS. 1 to 3, reference numeral 1 denotes a circular or polygonal annular frame having a shape almost similar to the upper edge of the steel plate cell 2. On the side are hydraulic chucks 3, 3 that support the upper edge of the steel plate cell 2.
... are arranged at equal intervals along the circumferential direction of the steel plate cell 2.

これら油圧チャック3,3・・・は、発電機船4に装備
さ札かつ振動発生機7の操作盤を備えている油圧装置5
に油圧ホース6を介して接続されており、油圧装置5に
よって作動されるようになっている。
These hydraulic chucks 3, 3, .
It is connected to via a hydraulic hose 6 and is operated by a hydraulic device 5.

7,7・・・は上記環状架台1に等間隔に配設された振
動発生機であり、これら振動発生機7,7・・・の各駆
動軸は水平軸に構成さ札ユニバーサル継手8,8・・・
及び各駆動軸の間に設けられた伝動軸9,9・・・を介
して連動連結されており、各振動発生機7,7・・・は
完全に同期連動するように構威されている。
7, 7... are vibration generators arranged at equal intervals on the annular frame 1, and each of the drive shafts of these vibration generators 7, 7... is a horizontal axis, and a universal joint 8, 8...
and are interlocked and connected via transmission shafts 9, 9... provided between each drive shaft, and each vibration generator 7, 7... is configured to be completely synchronized and interlocked. .

次に、環状架台1は3種類の組合せ可能な小ブロック1
a ,1 b t 1 cにより形成されており、小
ブロック1aの上部には振動発生機7が、その下部には
油圧チャック3が取付けら札また、小ブロック1bの上
部には伝動軸9及び軸受10が、その下部には油圧チャ
ック3が取付けられ、更に、小ブロック1cの下部には
油圧チャック3が取付く構造になっている。
Next, the annular pedestal 1 has three types of small blocks 1 that can be combined.
a, 1 b t 1 c, a vibration generator 7 is attached to the upper part of the small block 1a, and a hydraulic chuck 3 is attached to the lower part of the small block 1a.A transmission shaft 9 and a transmission shaft 9 are attached to the upper part of the small block 1b. A hydraulic chuck 3 is attached to the lower part of the bearing 10, and the hydraulic chuck 3 is further attached to the lower part of the small block 1c.

なお、小ブロック1cは環状架台1の直径に応じて交換
する必要があるので、数種類のものを準備しておく。
In addition, since the small block 1c needs to be replaced according to the diameter of the annular pedestal 1, several types of small blocks 1c are prepared.

これら小ブロックla,1b,1cをそれぞれ組合せる
継合部には、振動によるずれを防止するため、第4図に
示すように、相対応する十字形の凹部20A及び凸部2
0Bを形或し、縦方向及び横方向の位置決めをし、ボル
ト穴21を貫通せしめるボルトで締付けるようになって
いる。
At the joints where these small blocks la, 1b, and 1c are assembled, in order to prevent displacement due to vibration, there are corresponding cross-shaped concave portions 20A and convex portions 2, as shown in FIG.
OB is shaped, positioned in the vertical and horizontal directions, and tightened with a bolt passing through the bolt hole 21.

更に、小ブロック1 a t 1 b t 1 cの下
部に取付ける油圧チャック3は、第5図及び第6図に示
すように、小ブロック1 a ,1 b t 1 cの
下部に設けた長穴22内をチャック移動長さLの範囲内
で放射状に移動可能とし、ボルト付裏プレート23のボ
ルト23Aにより締め付け、固定するようにしている。
Furthermore, the hydraulic chuck 3 to be attached to the lower part of the small blocks 1 a t 1 b t 1 c is attached to the elongated hole provided in the lower part of the small blocks 1 a , 1 b t 1 c, as shown in FIGS. 5 and 6. 22 is movable radially within the range of the chuck movement length L, and is tightened and fixed by bolts 23A of the bolted back plate 23.

ここで、鋼板セル2の径の変化に対しては、これら小ブ
ロック1 a > 1 b > 1 cの組合せによっ
て環状架台1の大きさを変化せしめ、対応せしめるが、
大径の鋼板セル2に対しては、環状架台1の直径に合せ
て寸法、形状を定めた小ブロック1cを小ブロック1a
,1bの間に配設して組合せ、大きな環状架台1を形成
せしめる。
Here, in response to a change in the diameter of the steel plate cell 2, the size of the annular frame 1 is changed by the combination of these small blocks 1 a > 1 b > 1 c, but
For a large-diameter steel plate cell 2, a small block 1c whose size and shape are determined according to the diameter of the annular frame 1 is used as a small block 1a.
, 1b and are combined to form a large annular frame 1.

また、小径の鋼板セル2に対しては、小ブロック1cの
みを交換して、これに小ブロック1a,1bを組合せて
小さな環状架台1を形成せしめており、鋼板セル2の径
に対応して環状架台1の大きさを適宜に形成することが
できる。
In addition, for a steel plate cell 2 with a small diameter, only the small block 1c is replaced, and the small blocks 1a and 1b are combined to form a small annular frame 1, which corresponds to the diameter of the steel plate cell 2. The size of the annular pedestal 1 can be formed as appropriate.

更に、鋼板セル2の径に対する小さな調整は油圧チャッ
ク3を長穴22に沿って移動せしめることによって行な
うことができる。
Furthermore, small adjustments to the diameter of the steel plate cell 2 can be made by moving the hydraulic chuck 3 along the elongated hole 22.

なお、第1図に示す12は打設装置11を吊持する吊金
具であって、その下側の吊ワイヤ13,13・・・によ
って打設装置11を吊持すると共に、その上側の吊ワイ
ヤ14,14・・・によってクレーン船15のクレーン
フック16に吊持されるようになっている。
Reference numeral 12 shown in FIG. 1 is a hanging fitting for suspending the pouring device 11, which suspends the pouring device 11 by means of hanging wires 13, 13, . . . It is suspended from a crane hook 16 of a crane ship 15 by wires 14, 14, . . . .

上記のごとく構成された本発明の打設装置11によって
鋼板セル2の打設を行うには、まず、打設装置11をク
レーン船15のクレーンフツク16に吊金具12を介し
て吊下げ、あらかじめ一体構成された鋼板セル2を油圧
チャック3,3・・・で把持し、しかる後、クレーン船
15で打設場所まで曳航し、発電機船4上の操作盤(図
示省略)の操作により各振動発生機7,7・・・を同時
に作動させ、姿勢計測及び制御を確認しながら打設する
ものである。
In order to cast steel plate cells 2 using the pouring device 11 of the present invention configured as described above, first, the pouring device 11 is suspended from the crane hook 16 of the crane ship 15 via the hanging fitting 12. The integrated steel plate cell 2 is gripped by hydraulic chucks 3, 3, . The vibration generators 7, 7, etc. are operated at the same time, and the concrete is poured while checking the posture measurement and control.

この場合、振動発生機7,7・・・の同期した振動は環
状架台1を介して油圧チャック3,3・・・に伝達され
るから、鋼板七レ2圏まその全体lハ於って均等な振動
力が付与されるため、鋼板セル2はバランス良く、かつ
、急速に打設されるものである。
In this case, the synchronized vibrations of the vibration generators 7, 7, . . . are transmitted to the hydraulic chucks 3, 3, . Since uniform vibration force is applied, the steel plate cells 2 can be cast in a well-balanced manner and rapidly.

また、鋼板セル2の寸法に対しては、前記せるごとく環
状架台1の小ブロック1a,1bおよび数種類準備した
1cの組合せにより、環状架台1の大きさを変化せしめ
、更に、油圧チャック3,3・・・の調整により対応せ
しめ、同一の打設装置11で径の異る鋼板セル2を打設
することができる。
In addition, regarding the dimensions of the steel plate cell 2, the size of the annular mount 1 is changed by combining the small blocks 1a, 1b of the annular mount 1 and several kinds of prepared blocks 1c as described above, and furthermore, By adjusting the above, steel plate cells 2 with different diameters can be cast using the same casting apparatus 11.

従って、本発明の鋼板セルの打設装置を適用すれば、鋼
板セルの上縁を等間隔に配設した複数個のチャックによ
り挟持すると共に、これらのチャックを介して、鋼板セ
ルの扶持部に、互いに完全に同期した振動力を付して打
設するものであるから、あらかじめ一体構或された大口
径の鋼板セルを、従来のように、沈設場所を堀削し、沈
設後埋戻す等の一連の作業を要することなく、きわめて
容易に、かつ、急速に打設することができるため、気象
に影響されることが少なく、効率よく沈設できるという
効果がある。
Therefore, if the steel plate cell driving device of the present invention is applied, the upper edge of the steel plate cell is held by a plurality of chucks arranged at equal intervals, and the supporting portion of the steel plate cell is placed through these chucks. , because they are placed by applying vibrating forces that are completely synchronized with each other, the large-diameter steel plate cells that have been constructed in advance can be placed in the same way as in the past, by excavating the place where they will be placed and backfilling them after being placed. Since it can be placed very easily and quickly without requiring a series of operations, it is less affected by the weather and has the effect of being able to be placed efficiently.

また、本発明の打設装置を適用すれば、環状架台を構成
する小ブロックを組合せることにより、鋼板セルの外径
寸法にマツチした環状架台を形成できるので、鋼板セル
の外径寸法の変化に応じて複数の打設装置を用意する必
要がなくなるので、その打設工事費用の低減をはかりう
るという効果もある。
In addition, by applying the pouring device of the present invention, it is possible to form an annular pedestal that matches the outer diameter of the steel plate cell by combining the small blocks that make up the annular mount, so that the outer diameter of the steel plate cell can change. Since there is no need to prepare a plurality of pouring devices depending on the situation, there is also the effect that the cost of the pouring work can be reduced.

更に、鋼板セルの形状及び土質、根入れ長さ等の打設条
件に応じて、その振動発生機の数も増減可能であり、ま
た、鋼板セルの形状寸法に合せてチャックの数も調整可
能であるので、本発明の打設装置を使用することにより
、その工事条件に適した打設が一台の打設装置で可能に
なる。
Furthermore, the number of vibration generators can be increased or decreased depending on the shape of the steel cell, soil quality, penetration length, etc., and the number of chucks can also be adjusted according to the shape and dimensions of the steel cell. Therefore, by using the pouring device of the present invention, it is possible to perform pouring suitable for the construction conditions with a single pouring device.

特に、本発明の打設装置では、鋼板セルの寸法変化に応
じて環状架台の寸法も増減することができるので、打設
装置の環状部材と鋼板セルとの大きさのバランスが取れ
、安定した打設作業を行うことができるという利点があ
る。
In particular, in the pouring device of the present invention, the dimensions of the annular pedestal can be increased or decreased according to changes in the dimensions of the steel plate cells, so the sizes of the annular member of the pouring device and the steel plate cells are balanced, and stable It has the advantage of being able to carry out pouring work.

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

図面は本発明にかかわる鋼板セルの打設装置の実施例を
示すものであって、第1図は全体側面図、第2図は第1
図の打設装置を示す平面図、第3図は第2図の側面図、
第4図は第2図の小ブロックを示す拡大斜視図、第5図
は第3図の油圧チャック固定部の要部拡大の正面図、第
6図は第5図の側面図である。 1・・・環状架台、1 a y 1 b t 1 c・
・・小ブロック、2・・・鋼板セル、3・・・油圧チャ
ック、7・・・振動発生機、8・・・ユニバーサル継手
、9・・・伝動軸、10・・・軸受、11・・・打設装
置、20A・・・凹部、20B・・・凸部、21・・・
ボルト穴、22・・・長穴。
The drawings show an embodiment of the steel plate cell casting apparatus according to the present invention, in which FIG. 1 is an overall side view, and FIG. 2 is an overall side view.
A plan view showing the pouring device in the figure, Figure 3 is a side view of Figure 2,
4 is an enlarged perspective view of the small block shown in FIG. 2, FIG. 5 is an enlarged front view of the main part of the hydraulic chuck fixing part of FIG. 3, and FIG. 6 is a side view of FIG. 5. 1... Annular pedestal, 1 a y 1 b t 1 c.
...Small block, 2...Steel plate cell, 3...Hydraulic chuck, 7...Vibration generator, 8...Universal joint, 9...Transmission shaft, 10...Bearing, 11... - Placing device, 20A... recess, 20B... protrusion, 21...
Bolt hole, 22...long hole.

Claims (1)

【特許請求の範囲】[Claims] 1 鋼板セルの上縁とほぼ類似の形状を有する環状架台
上に、所要数の振動発生機を等間隔に配設し、かつ、そ
れら各振動発生機をユニバーサル接手及び伝動軸を介し
て同期連動せしめると共に、該環状架台の下面には鋼板
セルを挟持する複数個のチャックを等間隔に配設し、更
に、該環状架台をそれぞれ組合せ可能な複数個のブロッ
クにより形成せしめると共に、それらのブロックの組合
せにより、該環状架台の大きさを鋼板セルの大きさに応
じて変化可能とせしめた事を特徴とする鋼板セルの打設
装置。
1. A required number of vibration generators are arranged at equal intervals on an annular frame having a shape almost similar to the upper edge of a steel plate cell, and each of these vibration generators is synchronously interlocked via a universal joint and a transmission shaft. At the same time, a plurality of chucks for sandwiching the steel plate cells are arranged at equal intervals on the lower surface of the annular pedestal, and furthermore, the annular pedestal is formed of a plurality of blocks that can be combined with each other, and the blocks are A steel plate cell casting device characterized in that the size of the annular frame can be changed depending on the size of the steel plate cell by combination.
JP13631779A 1979-10-24 1979-10-24 Steel plate cell pouring equipment Expired JPS5836126B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13631779A JPS5836126B2 (en) 1979-10-24 1979-10-24 Steel plate cell pouring equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13631779A JPS5836126B2 (en) 1979-10-24 1979-10-24 Steel plate cell pouring equipment

Publications (2)

Publication Number Publication Date
JPS5664025A JPS5664025A (en) 1981-06-01
JPS5836126B2 true JPS5836126B2 (en) 1983-08-06

Family

ID=15172380

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13631779A Expired JPS5836126B2 (en) 1979-10-24 1979-10-24 Steel plate cell pouring equipment

Country Status (1)

Country Link
JP (1) JPS5836126B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS58165037U (en) * 1982-04-30 1983-11-02 建設機械調査株式会社 Steel pipe cell installation equipment

Also Published As

Publication number Publication date
JPS5664025A (en) 1981-06-01

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