JPS60173221A - Driving work of steel sheet pile-fabricated cell - Google Patents

Driving work of steel sheet pile-fabricated cell

Info

Publication number
JPS60173221A
JPS60173221A JP2661884A JP2661884A JPS60173221A JP S60173221 A JPS60173221 A JP S60173221A JP 2661884 A JP2661884 A JP 2661884A JP 2661884 A JP2661884 A JP 2661884A JP S60173221 A JPS60173221 A JP S60173221A
Authority
JP
Japan
Prior art keywords
steel sheet
cells
cell
assembly
adaptor
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
Application number
JP2661884A
Other languages
Japanese (ja)
Inventor
Hiroshi Sugihara
杉原 廣
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2661884A priority Critical patent/JPS60173221A/en
Publication of JPS60173221A publication Critical patent/JPS60173221A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00Caissons; Construction or placing of caissons
    • E02D23/02Caissons able to be floated on water and to be lowered into water in situ

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Abstract

PURPOSE:To shorten the period of time taken for driving a fabricated cell by a method in which plural cylindrical fabricated cells attached with a holding adaptor is held by a great chuck on site, and the cell is driven into the ground in sea. CONSTITUTION:Plural linear steel sheet piles 12 of the same length are connected with each other sideways to form a cylindrical fabricated cell 10 on the assembling site of the ground. The steel sheet piles 12 are each held the small chucks of a holding adaptor 14 to hold the cylinder of the cell 10. Plural cells 10 attached with the adaptor 14 are towed on a base ship 22 to a site, the adaptor 14 is held by a great chuck 24, and the cells 10 are lifted up by the crane 44 of a crane ship 42 and lowered on desired places from the ship 22. The cells 10 are driven into desired places in sea by operating plural vibrators synchronously, the adaptor 14 is removed out, and only the cells 10 are buried under the ground.

Description

【発明の詳細な説明】 鼓車公団 この発明は、防波堤・護岸・岸壁等をつくる海洋土木工
事において、鋼矢板を組んで筒状につくった組立セルを
軟弱地盤地帯に配列しながら複数連続的に打ち込む鋼矢
板組立セルの打ち込み工法に関する。
[Detailed Description of the Invention] Drum Wheel Corporation This invention is used in marine civil engineering work to construct breakwaters, sea walls, quay walls, etc., in which multiple assembly cells made of steel sheet piles are arranged in a cylindrical shape in a soft ground area. This article relates to a driving method for steel sheet pile assembly cells.

災來1権 従来、この種の打ち込み工法としては、1) 陸、Eの
組立基地で鋼矢板を組んで筒状の組立セルをつくり、2
)環状の保持アダプタに取り付けた小チャツクで該鋼矢
板のそれぞれを挟持してその組立セルを起動機船のクレ
ーンでつるし、3) 1つずつ海上の目的地まで運んで
そこでバイブロを用いて地中に打ち込むものがある。第
1図は、組立セル(1)の個々の鋼矢板(2)・・・・
・・を環状の保持アダプタ(3)の小チャツク(4)・
・・・・・で挟持し、保持アダプタ(3)を吊下するワ
イヤ(5)を用いて起動機船(6)のクレーン(7)で
吊り下げた状態を示す。
Previously, this type of driving method was as follows: 1) Assembling steel sheet piles to create a cylindrical assembly cell at the assembly base on land and E;
) Each of the steel sheet piles is held between small chucks attached to an annular holding adapter, and the assembly cells are suspended by a crane on a starter ship.3) They are transported one by one to a destination at sea, where they are ground using a vibro. There is something to type inside. Figure 1 shows the individual steel sheet piles (2) of the assembly cell (1)...
.. the small chuck (4) of the annular retaining adapter (3).
. . . and the holding adapter (3) is suspended by a crane (7) of a starter boat (6) using a wire (5).

この状態で組立セル(1)を目的地まで運び、保持アダ
プタ(3)上に備えたバイブロ(8)でその組立セル(
1)を地中に打ち込むものがある。
In this state, carry the assembly cell (1) to the destination and use the vibro (8) provided on the holding adapter (3) to
There is one that drives 1) into the ground.

しかし、この種の打ち込み工法では、1つの組立セル(
1)を打ち込むたびに起動機船(6)が引き返して再び
次の組立セル(1)を目的地まで運ばなければならず、
打ち込みに時間がかがるとともに、費用がかかる欠点が
あった。
However, in this type of driving method, one assembly cell (
1), the starter ship (6) has to turn back and transport the next assembly cell (1) to its destination again.
It has the drawbacks of being time consuming and expensive.

従来の打ち込み工法の中には、1)陸上基地で筒状に溶
接して一体の鋼板セルをつくり、2) その鋼板セルを
複数台船上に果せて海上の目的地まで運び、3) そこ
で起動機船のクレーンでつるして1つずつ地中に打ち込
むものである。この打ち込み工法によれば、鋼板セルを
1つ打ち込むたびに船が陸上基地との間を往復しなくて
もよいから、その点では打ち込みに時間と費用がかから
ない利点があった。
Conventional driving methods include 1) welding into a cylindrical shape at a land base to create a single steel plate cell, 2) transporting the steel plate cells on multiple barges to a destination at sea, and 3) there. They are hoisted up by the crane of the launch engine ship and driven into the ground one by one. According to this driving method, the ship does not have to go back and forth from the land base every time one steel plate cell is driven, which has the advantage of reducing the time and cost required for driving.

ところが、この種の打ち込み工法では、鋼板セルをつく
るのに非常に時間がかかり、鋼矢板を組んでつくる組立
セルに比してかなり高価となる欠点があった。そして、
時間を短縮すべくできるだけ多くの鋼板セルを同時につ
くることとすると、当然にその分だけ陸上基地を確保し
なければならない困難があった。
However, this type of driving method has the disadvantage that it takes a very long time to make the steel sheet cells, and it is considerably more expensive than assembled cells made by assembling steel sheet piles. and,
If as many steel plate cells as possible were to be made at the same time in order to shorten the time, there was naturally the difficulty of having to secure a land base for that amount.

なお、組立セルは、補助枠がなければそれ自体自立する
ことができないから、鋼板セルのように複数のものを一
度に台船上に乗せて目的地まで運ぶことは不可能である
In addition, since the assembly cell cannot stand on its own without an auxiliary frame, it is impossible to load a plurality of cells at once onto a barge and transport them to the destination like steel plate cells.

l−一煎 そこで、この発明は、上述した従来の欠点を解消するこ
とを目的とする。そして、鋼矢板を組んで筒状につくっ
た組立セルを軟弱地盤地帯に打ち込んで防波堤・護岸・
岸壁等を構築する海洋土木工事にあって、組立セルの打
ち込みに要する時間を短かくして工期を短縮するととも
に、工事費用の低減を図ることができる鋼矢板組立セル
の打ち込み工法を提供せんとするものである。
Therefore, the present invention aims to eliminate the above-mentioned conventional drawbacks. Then, a cylindrical assembly cell made of steel sheet piles is driven into the soft ground area to create a breakwater, seawall, etc.
An object of the present invention is to provide a method for driving steel sheet pile assembly cells that can shorten the time required for driving assembly cells to shorten the construction period and reduce construction costs in marine civil engineering work for constructing quays, etc. It is.

l−一虞 以下、図面を参照しつつこの発明の一実施例をあげ、こ
の発明につき詳細に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, one embodiment of the present invention will be described in detail with reference to the drawings.

この発明による鋼矢板組立セルの打ち込み工法では、ま
ず陸上の組立基地で鋼矢板を組んで筒状の組立セルをつ
くる。第2図中符号(1o)で示すものが組立セルであ
り、該組立セル(10)は長さの等しい複数の直線鋼矢
板(12)・・・・・・を幅方向につなぎ合わせて図示
する如く筒状l二組立ててなる。
In the method of driving steel sheet pile assembly cells according to the present invention, first, steel sheet piles are assembled at an onshore assembly base to form a cylindrical assembly cell. The symbol (1o) in Fig. 2 is an assembly cell, and the assembly cell (10) is shown by connecting a plurality of straight steel sheet piles (12) of equal length in the width direction. It is made by assembling two cylindrical parts.

次に、保持アダプタの小チャツクで上記鋼矢板−のそれ
ぞれを挟持して組立セルの筒形状を保持する。すなわち
、第3図に示すとおり保持アダプタ(14)は環状基台
(16)から複数の小チャツク(18)・・・・・・を
垂下してなり、それら小チャツク(]8)・・・・・・
で個々の鋼矢板(12)・・・・・・をそれぞれ挟持し
、組立セル(10)の筒形状がくずれないように保持す
る。なお、保持アダプタ(14)の環状基台(16)上
には、複数のチャック保持部(20)・・・・・・が等
間隔につくられる。
Next, each of the steel sheet piles is held between the small chucks of the holding adapter to hold the cylindrical shape of the assembly cell. That is, as shown in FIG. 3, the holding adapter (14) is made up of a plurality of small chucks (18) hanging from an annular base (16), and these small chucks (]8)... ...
The individual steel sheet piles (12) are held in place so that the cylindrical shape of the assembly cell (10) does not collapse. A plurality of chuck holding parts (20) are formed at equal intervals on the annular base (16) of the holding adapter (14).

そして、保持アダプタを取り付けた組立セルを複数台船
上に乗せて曳航する。つまり、保持アダプタ(14)を
取り付けた組立セル(10)を1つずつクレーンを用い
て台船(22)上に乗せる。しかして、その台船(22
)上に第2図に示す如く複数の組立セル(10)・・・
・・・を乗せ、目的地まで曳航する。
Then, multiple assembled cells with holding adapters attached are placed on a barge and towed. That is, the assembly cells (10) with the holding adapters (14) attached are placed one by one onto the barge (22) using a crane. However, that barge (22
) As shown in FIG. 2, a plurality of assembly cells (10)...
Load... and tow it to the destination.

目的地へ到着後、保持アダプタ(14)のチャック保持
部(20)・・・・・・を大チャック(24)・・・・
・・で挾持する。
After arriving at the destination, attach the chuck holding part (20) of the holding adapter (14) to the large chuck (24).
...to hold it in place.

第3図から判るように、大チャック(24)・・・・・
・は、環状架台(26)に下向きに備えられる。その環
状架台(26)上には、バイブロ(28)・・・・・・
が複数設置される。それらのバイブロ(28)・・・・
・・は、連結棒(30)・・・・・・でつながれ、互い
に同期して回転するようになっている。そして、それら
のバイブロ(28)・・・・・・には、それらバイブロ
(28)・・・・・・とともに環状架台(26)および
大チャック(24)・・・・・・を吊り下げるワイヤ(
32)・・・・・・の一端が掛けられる。該ワイヤ(3
2)・・・・・・の他端は、全体吊り金具(34)に掛
けられている。
As you can see from Figure 3, the large chuck (24)...
- is provided facing downward on the annular pedestal (26). On the annular pedestal (26), there is a vibro (28)...
Multiple locations will be installed. Those vibro (28)...
... are connected by a connecting rod (30) ... so that they rotate in synchronization with each other. And, those vibros (28)... are connected to wires that suspend the annular mount (26) and the large chuck (24)... together with the vibros (28)... (
32) One end of... is hung. The wire (3
2) The other end is hung on the whole hanging fitting (34).

全体吊り金具(34)は、ワイヤ(36)・・・・・・
を介してフック(38)に掛けられる。フック(38)
は、ワイヤ(40)によって起動機船(42)のクレー
ン(44)から吊り下げられる。故に、保持アダプタ(
14)のチャック保持部(20)・・・・・・を大チャ
ック(24)・・・・・・で挟持し、起動機船(42)
のクレーン(44)で該保持アダプタ(14)を取り付
けた組立セル(10)を持ち」二げ、台船(22)上か
ら所望位置におろすことができる。しかる後、全バイブ
ロ(28)・・・・・・を同期させながら駆動し、該組
立セルを海中の所望位置に打ち込むものである。そして
、打ち込み後、小チャツク(18)・・・・・・の挟持
を外し1、組立セル(10)のみを地中に埋設する。
The whole hanging bracket (34) is a wire (36)...
It can be hung on the hook (38) through the. Hook (38)
is suspended by a wire (40) from a crane (44) of the launch machine ship (42). Therefore, the holding adapter (
14)'s chuck holding part (20)... is held between the large chuck (24)... and the starter boat (42) is held.
The assembly cell (10) with the holding adapter (14) attached thereto can be lifted by a crane (44) and lowered to a desired position from the barge (22). Thereafter, all the vibros (28) are driven in synchronization to drive the assembled cell into a desired position in the sea. After driving, the small chucks (18) are removed from the grip 1, and only the assembly cell (10) is buried underground.

なお、上述した実施例では、環状基台(16)および環
状架台(26)を分割されない完全に一体の環状部材で
つくったが、この発明ではそれらを第4図に示すように
いくつかに分割してもよい。そして。
In the above-described embodiment, the annular base (16) and the annular mount (26) were made of an undivided, completely integrated annular member, but in this invention, they are divided into several parts as shown in FIG. You may. and.

たとえば打ち込み抵抗の大きな鋼矢板(12a)に対し
ては、専用のバイブロ(28a)で打ち込むようにして
もよい。
For example, for steel sheet piles (12a) with large driving resistance, a dedicated vibro (28a) may be used to drive the steel sheet piles (12a).

勿−m=1 この発明による打ち込み工法によれば、鋼矢板を組んで
つくった筒状の組立セルを用いるから、全体を溶接によ
り一体につくった鋼板セルを用いる場合に比し、セル自
体の製作時間をはるかに短かくすることができるととも
に、それを安価につくることができる利点がある。そし
て、そのような組立セルを複数台船上に乗せて目的地ま
で運ぶことが可能となるから、組立セルを1つ打ち込む
たびに起動機船が陸上基地との間を往復する必要がなく
、従来に比し大幅に工期を短縮することができることと
なる。よって、この点からも工事費用の低減を図ること
ができる利点がある。
Of course - m = 1 According to the driving method according to the present invention, a cylindrical assembled cell made by assembling steel sheet piles is used, so compared to the case of using a steel sheet cell that is made integrally by welding, the cell itself becomes smaller. It has the advantage that the manufacturing time can be much shorter and it can be manufactured at a lower cost. Furthermore, since it becomes possible to carry multiple such assembly cells onto a ship and transport them to the destination, there is no need for the starter ship to make a round trip to and from the land base each time one assembly cell is launched, which was previously required. This means that the construction period can be significantly shortened. Therefore, from this point as well, there is an advantage that construction costs can be reduced.

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

第1図は、従来の打ち込み工法を説明する説明図である
。第2図は、この発明の一実施例である打ち込み工法を
説明する説明図である。第3図は、第2図の部分拡大図
である。第4図は、第3図に示す例で環状架台を分割し
た他側を説明する説明図である。 (10)・・・・・・・・・組立セル (12)・・・・・・・・鋼矢板 (14)・・・・・・・・・保持アダプタ(18)・・
・・・・・・小チャツク (22)・・・・・・・・・台船 (24)・・・・・・・・・大チャック(42)・・・
・・・・・・起動機船 (44)・・・・・・・・・クレーン 特許出願人 杉原 廣 代理人弁理士 中尾俊介
FIG. 1 is an explanatory diagram illustrating a conventional driving method. FIG. 2 is an explanatory diagram illustrating a driving method according to an embodiment of the present invention. FIG. 3 is a partially enlarged view of FIG. 2. FIG. 4 is an explanatory diagram illustrating the other side of the divided annular pedestal in the example shown in FIG. 3. (10)...... Assembly cell (12)... Steel sheet pile (14)... Holding adapter (18)...
・・・・・・Small Chuck (22)・・・・・・Barge (24)・・・・・・Big Chuck (42)・・・
・・・・・・Start-up vessel (44)・・・・・・Crane patent applicant Hiroshi Sugihara Representative patent attorney Shunsuke Nakao

Claims (1)

【特許請求の範囲】 陸上の組立基地で鋼矢板を組んで筒状の組立セルをつく
り、 保持アダプタの小チャツクで前記鋼矢板のそれぞれを挟
持して前記組立セルの筒形状を保持し、該保持アダプタ
を取り付けた前記組立セルを複数台船上に乗せて曳航し
、 目的地へ到着後その保持アダプタを大チャックで挟持し
て起動機船のクレーンで該保持アダプタを取り付けた前
記組立セルを持ち上げ、それを1つずつ所望位置に打ち
込む。 鋼矢板組立セルの打ち込み工法。
[Claims] A cylindrical assembly cell is assembled by assembling steel sheet piles at an onshore assembly base, each of the steel sheet piles is held between small chucks of a holding adapter to hold the cylindrical shape of the assembly cell, and the cylindrical shape of the assembly cell is held. A plurality of the assembled cells with holding adapters attached are placed on a barge and towed, and after arriving at the destination, the holding adapters are clamped with a large chuck and the assembled cells with the holding adapters attached are lifted by the crane of the starter ship. , and drive them one by one into the desired position. Driving method for steel sheet pile assembly cells.
JP2661884A 1984-02-15 1984-02-15 Driving work of steel sheet pile-fabricated cell Pending JPS60173221A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2661884A JPS60173221A (en) 1984-02-15 1984-02-15 Driving work of steel sheet pile-fabricated cell

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2661884A JPS60173221A (en) 1984-02-15 1984-02-15 Driving work of steel sheet pile-fabricated cell

Publications (1)

Publication Number Publication Date
JPS60173221A true JPS60173221A (en) 1985-09-06

Family

ID=12198464

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2661884A Pending JPS60173221A (en) 1984-02-15 1984-02-15 Driving work of steel sheet pile-fabricated cell

Country Status (1)

Country Link
JP (1) JPS60173221A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100582533B1 (en) * 2005-11-28 2006-05-22 주식회사 스틸코리아 Various axis piling device and piling method using it
KR100929141B1 (en) 2007-10-26 2009-12-01 삼성물산 주식회사 Temporary structure for detachable temporary membrane and temporary membrane construction method using the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100582533B1 (en) * 2005-11-28 2006-05-22 주식회사 스틸코리아 Various axis piling device and piling method using it
KR100929141B1 (en) 2007-10-26 2009-12-01 삼성물산 주식회사 Temporary structure for detachable temporary membrane and temporary membrane construction method using the same

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