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JPS58110724A - Towage and settlement of steel cell - Google Patents

Towage and settlement of steel cell

Info

Publication number
JPS58110724A
JPS58110724A JP20935181A JP20935181A JPS58110724A JP S58110724 A JPS58110724 A JP S58110724A JP 20935181 A JP20935181 A JP 20935181A JP 20935181 A JP20935181 A JP 20935181A JP S58110724 A JPS58110724 A JP S58110724A
Authority
JP
Japan
Prior art keywords
steel
cell
air
steel cell
cells
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
JP20935181A
Other languages
Japanese (ja)
Other versions
JPS6023215B2 (en
Inventor
Yoshiharu Watari
渡 義治
Mitsuo Tatsuno
三生 竜野
Kenji Takagi
高木 兼二
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.)
Penta Ocean Construction Co Ltd
Original Assignee
Penta Ocean Construction Co Ltd
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 Penta Ocean Construction Co Ltd filed Critical Penta Ocean Construction Co Ltd
Priority to JP20935181A priority Critical patent/JPS6023215B2/en
Publication of JPS58110724A publication Critical patent/JPS58110724A/en
Publication of JPS6023215B2 publication Critical patent/JPS6023215B2/en
Expired 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)
  • Revetment (AREA)

Abstract

PURPOSE:To effectively tow and settle a steel large-sized cell without the use of a crane ship by a method in which an air-tight bag is packed into the steel cell and then the steel cell is towed. CONSTITUTION:Air tight bags 5a and 5b plurally divided toward the center line direction side of a steel cell at least are housed into the cylindrically formed or assembled steel cell 1. Air is then charged into the bags to float the steel cell on the water surface, and the steel cell floated while adjusting the packing rate of the air into the air-tight bags is towed and settled while controlling the attitude of the cell. Thus, the need for a large-size crane ship to install the steel cell is eliminated, and therefore, steel cells from usual size to extra-large size can be settled by using only a small-size working ship.

Description

【発明の詳細な説明】 本発明は鋼セルの曳航沈設方法に関する。[Detailed description of the invention] The present invention relates to a method for towing and sinking steel cells.

一般に埋立地の護岸や、防波堤等にいわゆる鋼セルエ沫
が使用されている。
Generally, so-called steel cellulose is used for seawalls of reclaimed land, breakwaters, etc.

この鋼セル工法は、従来一枚の鋼板をもって、円筒状に
成形した鋼板セル、又は多数の鋼矢板を縦配置にして互
いに連結し、円筒状に組み立てしに鋼矢板セル、更に多
数の鋼管を縦配置にして互いに連結し、円筒状に組み立
てした鋼管セル等の鋼セルを使用し、これをクレーンを
もって水底に吊り降し、所望の位置に順次並べて打も込
みし、かつその内部に中詰砂を充填して護岸又は堤体と
なしているところである。
This steel cell construction method conventionally uses a single sheet of steel to form a steel sheet cell into a cylindrical shape, or a large number of steel sheet piles arranged vertically and connected to each other. Using steel cells such as steel pipe cells arranged vertically and connected to each other and assembled into a cylindrical shape, these cells are lowered to the bottom of the water using a crane, and are lined up and hammered into the desired positions one after another. It is being filled with sand to form a seawall or embankment body.

しかし、近年の埋立護岸や防波・堤は大水深海域におけ
る構築が要望され、これに伴い、鋼セルエ沫に使用する
鋼セルも大型化しつつあり、特に1径数十メートルにも
及ぶ鋼セルとして開発された鋼管セルにあっては、これ
を吊り上げるために極めて大型のクレーンが必要となり
、クレーン船の建造及びその使用に多大の経費がかかり
、従って工事全体におけるこれらの経費の占める割合が
大きくならざるを得ない欠点があった。
However, in recent years, reclaimed seawalls, breakwaters, and levees have been required to be constructed in deep water areas, and with this, the steel cells used for steel cells are also becoming larger, especially steel cells with a diameter of several tens of meters. The steel pipe cell developed as a steel pipe cell requires an extremely large crane to lift it, and it costs a lot of money to construct and use a crane ship, so these costs account for a large proportion of the overall construction work. There was an unavoidable drawback.

本発明は主としてこのような大型の鋼セルをクレーン船
を使用することなく曳航沈設し得る鋼セルの曳航沈設方
法の提供を目的としたものであり、その要旨とするとこ
ろは、円筒状に成形もしくは組立した鋼セル内に、少く
とも咳鋼セルの中心線方向−に複数に分割した気密性袋
を収容し、該気密性袋内に空気を充填して鋼セルを水上
に浮べて曳航し、各気密性袋への空気充填割合を調節し
て浮べられた鋼セルの姿勢制御を行いつつ沈設すること
を[kとしてなる鋼セルの曳航沈設方法に存ζる。
The main purpose of the present invention is to provide a method for towing and sinking such large steel cells without using a crane ship, and the gist thereof is to provide a method for towing and sinking such large steel cells without using a crane ship. Alternatively, an airtight bag divided into a plurality of parts at least in the direction of the center line of the steel cell is housed in the assembled steel cell, the airtight bag is filled with air, and the steel cell is floated on water and towed. The method for towing and sinking steel cells includes controlling the attitude of the floating steel cells by adjusting the air filling ratio in each airtight bag.

次に本発明を鋼管セルの曳航沈設に実施した例を図面に
つい(I2明する。
Next, an example in which the present invention is applied to the towing and sinking of steel pipe cells is shown in the drawings (I2).

図中111鋼管セルである、この鋼管セル1は多数の鋼
i12.2・・・を縦配置にし、それぞれをジヨイント
3a 、3bをもって連結して全体を円筒状に組み立【
している。ジヨイント3a 、3bは豆いに嶽り合って
上Fにスライドできるものを使用し、曳航、沈設等の移
動作業時にはジヨイント3a、、3bllを仮止めし、
磯述する打ち込み時には仮d゛めを解き、8鋼!2.2
・・・毎に打ら込みができるJl)にしている。
This steel pipe cell 1, which is a steel pipe cell 111 in the figure, has a large number of steel pipes i12.2 arranged vertically, each connected by joints 3a and 3b, and assembled into a cylindrical shape.
are doing. Use joints 3a and 3b that can fit into the bean trough and slide to the upper F, and temporarily secure joints 3a and 3bll during moving work such as towing or sinking.
At the time of driving, the temporary d-me is released and 8 steel! 2.2
...I'm using Jl), which allows me to type in every time.

ま/−1この鋼管セル1にはそのF下端部に補助導枠4
a、4bを取り付けし、鋼管セル1の所望のト面形状を
保たせるようにしている。
M/-1 This steel pipe cell 1 has an auxiliary guiding frame 4 at its F lower end.
a, 4b are attached to maintain the desired top surface shape of the steel pipe cell 1.

このように構成された鋼管セル1をあらかじめ1ニック
内等腔上C組み立てし、これを水上に浮べて曳航するも
のであり、曳航に先立ち、鋼管セル1内に気密性袋5a
 、5bを収容しておく。この気密性袋5a 、5bは
ゴム又は合成樹脂等の気密性シートあるいは気密性の布
膜をもって形成され、l管しル1内をその中心縮方向に
二分し、空気を最大に充填した状態で鋼管セル1内にい
っばいに膨張される大きさ及び形状に形成されたものを
使用する。
The steel pipe cell 1 configured as described above is assembled in advance on a lumen inside one nick, and then floated on water and towed. Prior to towing, an airtight bag 5a is placed inside the steel pipe cell 1.
, 5b are stored. The airtight bags 5a and 5b are formed of an airtight sheet made of rubber or synthetic resin or an airtight cloth membrane, and divide the inside of the tube 1 into two in the center contraction direction, and are filled with air to the maximum. A steel pipe formed in a size and shape that can be expanded all at once into the steel pipe cell 1 is used.

また鋼管セル1を構成する各鋼管2.2・・・内にも補
助気密性袋6を収容しておく、この補助気密性袋6.6
・・・は全での鋼!!2に又は−個おきもしくは数個お
きの鋼112に全周にわたって均等な配置に収容してお
く。
Further, an auxiliary airtight bag 6 is housed inside each steel pipe 2.2 that constitutes the steel pipe cell 1.
... is all steel! ! They are housed in two or every other steel 112 or every few steels 112 in an even arrangement over the entire circumference.

なお、この補助気密性袋6.6・・・は各鋼管2゜2の
上端に仮117を同定し、その内部に挿入しておくもの
である。
The auxiliary airtight bags 6, 6, . . . are provided by identifying a provisional bag 117 at the upper end of each steel pipe 2.degree. 2 and inserting it therein.

このようにし−〔、鋼管セル1内に気密性袋5615b
及び鋼管2内に補助気密性袋6を収容し、これらの内両
気密性袋5a 、5bのみに空気を充填し、これをいっ
ばいに膨らませた状態で遊水させ、水面上に浮べる。
In this way, the airtight bag 5615b is placed inside the steel pipe cell 1.
An auxiliary airtight bag 6 is housed in the steel pipe 2, and only both airtight bags 5a and 5b are filled with air, and when they are fully inflated, they are allowed to play with water and float on the water surface.

このとき鋼管セル1はその内部の全域が気密性袋5a 
、5bで占められ、鋼管セル1はほとんどの場合、直径
に比べて高さが大きいため、第3図に示すように横内き
となって浮上される。このようにして浮゛上させた鋼管
セル1を曳き船8を使用して設置現場へ曳航する。
At this time, the entire interior of the steel pipe cell 1 is covered with an airtight bag 5a.
, 5b, and since the height of the steel pipe cell 1 is larger than its diameter in most cases, it is floated horizontally as shown in FIG. The steel pipe cell 1 thus floated is towed to the installation site using a tugboat 8.

設置l!場に達した後、まず設置箇所の水面上で鋼管セ
ル1の姿勢を横向きから縦向きに壷換させるのであるが
この変換は、下側になる気密性615bの空気を抜く、
これによって鋼管セル1は上側になる気密性袋5aの浮
力によって浮べられることとなり、従って、下側が沈み
縦方向に向けられる。
Installation! After reaching the site, first, the posture of the steel pipe cell 1 is changed from horizontal to vertical on the water surface at the installation location, but this conversion involves removing air from the airtightness 615b on the lower side.
As a result, the steel pipe cell 1 is floated by the buoyancy of the airtight bag 5a on the upper side, so that the lower side sinks and is oriented vertically.

その後、上側の気密性袋5aの空気を徐々に抜いて沈下
させる。このとき、各鋼管2.2・・・内の補助気密性
袋6.6・・・内に空気を注入し、かつ、その内部の空
気−を各補助気密性袋6毎に調節し1鋼管セル1全体の
縦方向の傾きを徴講整すると・11時に姿勢を安定させ
る。
Thereafter, the air in the upper airtight bag 5a is gradually removed and the bag is allowed to sink. At this time, air is injected into the auxiliary airtight bags 6.6... in each steel pipe 2.2..., and the air inside is adjusted for each auxiliary airtight bag 6. Adjusting the vertical inclination of the entire cell 1 will stabilize the posture at 11 o'clock.

このようにして姿勢を調節しつつ気密性袋5aの空気を
徐々に抜いて鋼管セル1を所望の位置に沈下させた後、
呂気密性袋5a 、5b及び6を取り出し、従来と同様
にして各鋼管・2.2・・・を水底にIら込み、その後
中詰を行って護岸又は防波堤等とな寸。
After adjusting the posture in this way and gradually removing the air from the airtight bag 5a to lower the steel pipe cell 1 to the desired position,
The airtight bags 5a, 5b, and 6 are taken out, and each steel pipe 2.2... is placed in the bottom of the water in the same manner as before, and then filled to form a sea wall or breakwater.

なお、上述の実施例では沈下の際の姿勢調節として補助
気密性袋6を使用しているがこの代りに第5図に示づよ
うに鋼管2上端のみを仮薯7をもって密閉し、その内部
に空気を注排するようにしてもよく、更にこのような空
気注排によらない姿勢調節手段例えばクレーン等を使用
してもよいものである。
In the above-described embodiment, the auxiliary airtight bag 6 is used to adjust the posture during subsidence, but instead, as shown in FIG. It is also possible to use a means for adjusting the posture that does not rely on such air injection and exhaustion, such as a crane.

また上述の実施例では鋼管セルについて説明したがこの
他、いわゆる鋼板セル、鋼板矢板セル等の鋼セルの曳航
、沈設にも気密性袋5a 、5bを同様にi4i填し・
で実施し轡るものであり、更に、特に超大型の鋼セルの
みならず、通常の大きさのものの設置にも使用し得るも
のであることはいうまぐもない。
In addition, although the above-mentioned embodiment describes a steel pipe cell, the airtight bags 5a and 5b can be similarly filled with i4i for towing and sinking steel cells such as so-called steel plate cells and steel sheet pile cells.
Furthermore, it is obvious that it can be used not only for the installation of particularly large steel cells, but also for installations of ordinary sizes.

本発明の鋼セルの曳航沈設方法は上述のように構成され
、気密性袋を鋼セル内に装填して曳航するようにしたこ
とにより、特に大水深用の超大型の鋼セル運搬のための
大型クレーン船や大型台船が不要となる。
The method for towing and sinking steel cells of the present invention is configured as described above, and by loading an airtight bag into the steel cell and towing it, it is particularly suitable for transporting ultra-large steel cells for deep water use. Large crane ships and large barges become unnecessary.

また、沈設に際しては気密性袋からの空気の抜き取りに
より鋼セルの姿勢制御を行うとw4WIIに沈設するよ
うにしたことによって、従来のように鋼セル据え付けの
ための大型クレーン船が不要となり、小型の作業船のみ
を使用して通常の大きさから、超人型の鋼セルに至るま
での沈設作業がなし得られることとなり、沈設のための
設備費が大幅に削減されることとなったものである。
In addition, by controlling the attitude of the steel cell by extracting air from the airtight bag during the installation, the steel cell is placed in the W4WII, which eliminates the need for a large crane ship for installing the steel cell, eliminating the need for a small crane ship. This enabled the work to sink everything from normal-sized steel cells to superhuman-sized steel cells using only the same work boats, and the cost of sinking equipment was significantly reduced. be.

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

図面は本発明の実施例を示すものであり、第1図は綱セ
ルの平面図、第2図は鋼セル内に気密性袋を収容した状
態の縦断面図、第3図は曳航状態のgir1図、第4図
は沈設工程の縦断面図、第5図IA他の例の沈設の縦断
面図である。 1・・・鋼IIヒル、2・・・・・・ジヨイント、4a
、4b補助気密性袋。
The drawings show an embodiment of the present invention, and FIG. 1 is a plan view of a steel cell, FIG. 2 is a longitudinal sectional view of a steel cell with an airtight bag housed in it, and FIG. 3 is a towed state. 1 and 4 are vertical cross-sectional views of the sinking process, and FIG. 5 IA is a vertical cross-sectional view of another example of sinking. 1...Hagane II Hill, 2...Joint, 4a
, 4b auxiliary airtight bag.

Claims (1)

【特許請求の範囲】 1、円筒状に成形もしくは組立した鋼セル内に、少くと
も咳鋼セルの中心線方向側に複数(分割した気密性袋を
収容し、譲気密性袋内に空気を充填し【鋼セルを水上に
浮べて曳航し、各気密性袋への空気充填割合を調節して
浮べられた鋼セルの姿勢制御を行いつつ沈設することを
特徴としてなる鋼セルの曳航沈設方法。
[Scope of Claims] 1. A plurality of divided airtight bags are housed in a steel cell formed or assembled into a cylindrical shape at least in the direction of the center line of the steel cell, and air is pumped into the airtight bag. A method for towing and sinking a steel cell, which is characterized by floating the steel cell on water, towing it, adjusting the proportion of air filling into each airtight bag, and controlling the attitude of the floating steel cell while sinking the cell. .
JP20935181A 1981-12-25 1981-12-25 Towing method for depositing steel cells Expired JPS6023215B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20935181A JPS6023215B2 (en) 1981-12-25 1981-12-25 Towing method for depositing steel cells

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20935181A JPS6023215B2 (en) 1981-12-25 1981-12-25 Towing method for depositing steel cells

Publications (2)

Publication Number Publication Date
JPS58110724A true JPS58110724A (en) 1983-07-01
JPS6023215B2 JPS6023215B2 (en) 1985-06-06

Family

ID=16571505

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20935181A Expired JPS6023215B2 (en) 1981-12-25 1981-12-25 Towing method for depositing steel cells

Country Status (1)

Country Link
JP (1) JPS6023215B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60154442U (en) * 1984-03-26 1985-10-15 坂本 武夫 floating work equipment
US20150050089A1 (en) * 2013-08-13 2015-02-19 James Lee Shallow water jacket installation method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS60154442U (en) * 1984-03-26 1985-10-15 坂本 武夫 floating work equipment
US20150050089A1 (en) * 2013-08-13 2015-02-19 James Lee Shallow water jacket installation method
US9062429B2 (en) * 2013-08-13 2015-06-23 James Lee Shallow water jacket installation method

Also Published As

Publication number Publication date
JPS6023215B2 (en) 1985-06-06

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