JPS5861087A - Constructing method of dock using hull - Google Patents

Constructing method of dock using hull

Info

Publication number
JPS5861087A
JPS5861087A JP16044781A JP16044781A JPS5861087A JP S5861087 A JPS5861087 A JP S5861087A JP 16044781 A JP16044781 A JP 16044781A JP 16044781 A JP16044781 A JP 16044781A JP S5861087 A JPS5861087 A JP S5861087A
Authority
JP
Japan
Prior art keywords
dock
block
hull
water
foundation
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
JP16044781A
Other languages
Japanese (ja)
Inventor
Takayuki Iwata
岩田 孝之
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.)
Japan Industrial Land Development Co Ltd
Original Assignee
Japan Industrial Land Development 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 Japan Industrial Land Development Co Ltd filed Critical Japan Industrial Land Development Co Ltd
Priority to JP16044781A priority Critical patent/JPS5861087A/en
Publication of JPS5861087A publication Critical patent/JPS5861087A/en
Pending legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63CLAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
    • B63C1/00Dry-docking of vessels or flying-boats
    • B63C1/08Graving docks

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PURPOSE:To shorten the period of construction at a construction site by removing an upper deck of a disused hull and transversal bulkheads in the hull for cutting out a block of a U-shaped section and setting up this block at the construction site of a dock. CONSTITUTION:An upper deck of a center tank part of a hull is removed, and transversal bulkheads in the center tank are cut off. Then, a block A of an U- shaped section is cut out by a necessary length with wing tanks 2 left on both sides. Meanwhile, at a construction site of a dock, a foundation 1 is constructed at the bottom of the water for a dock in the water area, and a ground foundation is excavated in accordance with the size of the U-shaped block A for a dock on land. Then, the above-said block A is brought forth, and set up on the foundation 1. Wing tanks 2 of the block A are filled with a filler 3 of concrete or the like. Subsequently, a gate 4 is held to erect at a dock entrance of the block A, and the water in the block A is drawn out. A bottom plate 5 is provided on the bottom of the hull together with a dock head 6.

Description

【発明の詳細な説明】 本発明は船体を利用したドックの築造法に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of constructing a dock using a ship's hull.

従来、ドックを築造するには陸地内の場合は地盤を掘削
し、水域内の場合は側壁をめぐらし仮締切を施して排水
した水底地盤に基礎地盤を造成したI−で、コンクリー
トや右利、鋼材等により渠底や渠壁、渠頭部等を部分的
に構築して行くため、相当長い工期を要しており、しか
も使用するコンクリートや石側、鋼4J等も相当な量に
のぼり、材料費や−L事費は莫大なものとなっていた。
Traditionally, when building a dock, the ground was excavated if it was on land, and if it was in a body of water, the foundation ground was created on the waterbed ground that had been drained by putting side walls around it and making temporary cofferdams. Because the culvert bottom, culvert walls, and culvert head are partially constructed using steel materials, the construction period is quite long, and a considerable amount of concrete, stone walls, 4J steel, etc. are used. The cost of materials and labor costs were enormous.

本発明は不要となった船舶の[−甲板を取り去り、船体
の横通隔壁を切除することによ−)で断面凹型のブロッ
クを切り出し、こね全1゛ツクとして使用するもので、
従来の91:う71r莫大な利利費を人1−Iノに節減
することができると共に造船所や1:場内等で製作した
該凹型ブロックを連用′して築iPi現場に造成した基
礎地盤1.に据(−IC−Jることにjニリ現場での構
築期間を短縮することかできるドックの築造法を提供す
るものである。
In the present invention, a block with a concave cross section is cut out from an unnecessary ship (by removing the deck and the transverse bulkhead of the ship) and used as a single kneading block.
The conventional 91:71r huge interest cost can be reduced to 1-I, and the foundation ground created at the construction site by continuously using the concave blocks manufactured at the shipyard or on-site etc. 1. In particular, the present invention provides a dock construction method that can shorten the on-site construction period.

ドックは大きく分(−)ると、船舶6・収容した後ゲー
;・を閉め渠内の水4−b 外水圧の反力を支持する構造とど「つてじツク人[1部
分に位置する渠11部と、ドック後部である渠頭部と、
周囲の上圧又4j水圧にll【、抗−・jる本体壁であ
る渠壁部と、船J戊を着床ソ持・j−る渠底部の四部外
から構成され、一般に1111.河川、湖沼4.pの隣
接陸地内に構築する場合やlr+j +河川、6111
1沼等と陸地との境界線近辺の水域内に構築−・jる場
合/rとがある。
The dock is roughly divided into two parts (-): after the ship is accommodated, the water in the ditch is closed, and the structure that supports the reaction force of the external water pressure is located in the The 11th part of the culvert, the culvert head which is the rear part of the dock,
It is composed of four parts: the main body wall, which resists the surrounding upper pressure or water pressure, and the bottom part, which supports and supports the ship. Rivers, lakes and marshes 4. When building in adjacent land of p, lr + j + river, 6111
1. There are cases where it is constructed in a body of water near the boundary line between a swamp, etc. and land.

陸地内に構築する場合(」、地盤を掘削した後、二1ン
クリートや右利、鋼利博を用いて1′ル1底を屯力式、
半重力式、杭アンカ一式、揚水圧遮断式等の方法で構築
し、東壁及び渠頭部は重力式、扶壁式コンクリ−1・擁
壁、オープンケーソン式、ニューマチックケーソン式、
直ガ鋼管矢板連続壁式、直立鋼矢板連続壁式、直立連続
場所打ち〕ンク+) −1−壁式等の方法かJfJいら
れ、また牟1−1部もオープン掘削による鉄筋コンクリ
ート構造やケーソンウェル構造により通常構築さねてい
る。また、水域内に構築する場合には、まず梁壁堤体を
めぐらせて渠1」部の仮締切を施し、内部をドライアッ
プした後に梁底を構築するケーソン工法、海中にこニー
マチックケーソンを連続して据イ+t i:t )う−
−ソン下部を基礎地盤まで1f:、気工法で4ノア11
下げ、コンクリートに置き換え−C渠東壁構築し、内部
をドライアップして底版を仕J−ける方法なとが用いら
れている。
When building on land (after excavating the ground, use 21-crete, right-handed, and steel-bound concrete to construct 1' 1 bottom by force type,
Constructed using methods such as semi-gravity type, pile anchor set, pumping pressure isolation type, etc. The east wall and culvert head are gravity type, buttress type concrete 1/retaining wall, open caisson type, pneumatic caisson type,
Straight steel pipe sheet pile continuous wall type, vertical steel sheet pile continuous wall type, vertical continuous cast-in-place method, JfJ, etc. It is usually constructed by a well structure. In addition, when building in a body of water, we use the caisson construction method, in which a beam-wall embankment is first wrapped around the culvert to provide a temporary cofferdam for the 1st section of the channel, and the interior is dried up before the beam bottom is constructed. Then, I +t i:t ) U-
- 1F from the bottom of the son to the foundation ground: 4 Noah 11 using the air construction method
The method used is to lower the ditch, replace it with concrete, build the east wall of the ditch, dry up the inside, and install a bottom slab.

本発明G」このような従来法に代え、船体を利用して安
価なドックを短期間に構築する方法を提供するもので、
以下図によりその一実施例を説明する。
The present invention G provides a method for constructing an inexpensive dock in a short period of time using a ship's hull instead of such conventional methods.
An example of this will be explained below with reference to the drawings.

まず、船体はセンタータンク部の上甲板を取り去り、セ
ンタータンク内の横通19・、・I壁をjJJ除し両ウ
ィングタンクG:Uそのまま残して断面門ノ11すσ)
ブliJツクAを必蟹な長ざた(Jl、、lJす11ヒ
Jo ・)Jl 1゛ツク築造現場では、水域内のドッ
クに、1;〕つて11ノl< 底にノ、(礎地盤/の造
成を行/rい1.1・た陸地内θ)Iツタにあ−)で6
J1凹型フI−1ツクAに児介−)7−人きさにJIS
(JfJ盤の掘削を71/’l: 11 o次いて、]
記門ノ]1リフl’JンクAを曳航し又(Jクレーンに
より吊fl l・’げ運搬して来て地盤/トに沈設し又
G」引込んでIJ、1; (・ITRIる。次に地盤1
−に据イ・1 iJたブl!ツクAのつrンクタンクノ
内に:Jンクリー1等の詰物3を・入れる。≠114鋼
板又は〕〕ンクリー1により成形し/1:う−、−1・
で、該ケートグをブトffツクALO/′)渠11部と
ノI゛るべき部分に夕l側からの水圧により直\″l″
、状態6−保1、IJさ−[JてブIコックA 内(+
111の水を抜き、船11【[−に胃ンクリ−+、 等
により底版jを形成すると共にr+)頭部乙を形成する
First, remove the upper deck of the center tank part of the hull, remove the cross section 19...
At the construction site, put the bridge A on the dock in the water area, and place it on the bottom of the foundation. The construction of / was carried out / r 1.1 · within the land θ)I in the ivy -) at 6
J1 concave type I-1 Tsuku A and children's assistance-) 7-JIS for personality
(JfJ board excavation 71/'l: 11 o, then]
1) Tow the 1 rif l'Junk A and (lift it with a J crane and sink it into the ground/G) and pull it in. Next, ground 1
- ni 1 iJtabl! Into the tank tank of Tsuku A: Put the filling 3 of Junkri 1st class. ≠ 114 steel plate or]] Formed with concrete 1/1: U-, -1・
Then, push the cable directly to the 11th part of the drain and the part where it should be connected by the water pressure from the side.
, state 6-hold 1, IJ sa- [J Tebu I cock A inside (+
Drain the water from the vessel 111, and form the bottom plate j with stomach recesses on the ship 11 [-, etc., and r+) to form the head part O.

なお、詰物3をしたり底版よ及びvl−頭部乙の製作は
あらかじめ陸1−で行乙r−)−(:l:;いC1中に
−/ rlツクAを地盤/]−に据イ・目−jるようG
1−シて(、よい。
In addition, the filling 3 and the production of the bottom plate and vl-head part A are performed in advance on the land 1-)-(:l:;In C1-/rl-tuk A is installed on the ground/]-. G
1-shite(, good.

また、船体を9ノリ出し−(7i/られる門11.リゾ
IJツクAは、内幅の大きなドックを築造するときには
、船底部分を一度切離して鋼板を継ぎ足し、必要なドッ
ク幅を得るようにしてもよく、またドックの最も重要な
渠[1部の垂直・水平戸当り部分だけを短尺な門型ブロ
ックAを用いて構成し、大部分の東壁を従来と同様のコ
ンクリート構造とすることもできる。
In addition, when building a dock with a large internal width, the hull should be cut out once and a steel plate added to obtain the necessary dock width. It is also possible to construct the most important culvert of the dock [only one part of the vertical and horizontal doorstops is constructed using short gate-shaped blocks A, and most of the east wall is made of the same concrete structure as before. can.

さらに、両側のウィングタンクツは動力の配管、配線ト
ンネルやウィンチ、ポンプ等を収容する機械室として使
用することができ、また浮力タンクとして利用できるの
で水底地盤強度の弱い場所でも大規模な地盤強化を行な
わなくて済み、移動式のドックとして移動・仮置が可能
となる。また、底版jの製作に当って、ボトムプレー)
7ヲ任、!高さに取f=i Djで該プレート7下側に
空間部を形成し、これを修理船のスクリューやソナーの
取外し用ピットとじて使用したり、浮力タンクやバラス
トタンクとして用いて移動式ドックとして曳航・装置す
ることが可能となる。
In addition, the wing tanks on both sides can be used as a machine room to house power piping, wiring tunnels, winches, pumps, etc., and can also be used as buoyancy tanks, allowing for large-scale ground reinforcement even in areas with weak subsurface soil strength. There is no need to do this, and it can be moved and temporarily placed as a mobile dock. In addition, when producing the bottom version j, the bottom play)
7th job! A space is formed below the plate 7 at the height f = i Dj, and this space can be used as a removal pit for a repair ship's propeller or sonar, or used as a buoyancy tank or ballast tank for a mobile dock. It becomes possible to tow and equipment as a.

本発明はこのように中古船等の不要船体を利用3− してドックをrnr tr′Ll=築造できるので、イ
Δ別か11j約できて非常に経済的であるばかりで4r
<、ドック築造現場におG]する原地盤σ)IIIII
削や水底基礎地盤の造成と併行しなから1j1し11リ
ブ11ツクを船体から簡単に製作できるのでドック全体
の1:、l、ll′築期開期間めて短縮することができ
る。また、門11;(JブIJツクは船体の種類によっ
て!J従来のケーソン舌に比べ相当大型のものまで旬ら
れ、人f1りや波浪′升に影響されることもないので、
こわ7を一1剣にiil!i#シてI居イ、Jけること
により、41′η築Di場でσ+ h1’fi I’、
 m1間・ム犬i+に短縮され、施丁−1−の危険性も
4「い等種々の利点を翁する。
In this way, the present invention makes it possible to construct a dock by using an unnecessary hull such as a used ship.
The original ground σ) III at the dock construction site
Since the 1j1 and 11 ribs can be easily manufactured from the ship's hull without having to carry out excavation and preparation of the underwater foundation, the construction period for the entire dock can be shortened. Also, depending on the type of hull, IJTsuku can be used up to a much larger one compared to the conventional caisson tongue, and it is not affected by crowds or waves, so
Iil 7 scary to 11 swords! By entering i#shiteI and J, σ + h1'fi I' in the 41'η construction Di field,
It has been shortened to ``m1'' and ``muinu i+'', and the danger of ``-1-'' has been reduced to 4.

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

第1図Gj本発明法による1゛ツタを水j戊地盤1−に
築造する一例を示した6:NI ’f見図、第2図41
同市而図である。 符号説明 A・・凹型ブロック   /・・’4111!A地盤)
・・ウィングタンク  3・・詰物 ≠・・ゲートj・・底版 −乙− 2・・x m 部7・・ホ゛トムプレート’I’f 6
’l出願人 国土総合建設株式会社7− 第1 図 第ε図
Fig. 1 shows an example of constructing a 1゛ ivy on water-filled ground 1- by the method of the present invention; Fig. 2 41
This is a map of the same city. Code explanation A...Concave block //'4111! A ground)
・・Wing tank 3・・Filling ≠・・Gate j・・Bottom plate -B− 2・・x m part 7・・Bottom plate 'I'f 6
'l Applicant Kokudo Sogo Construction Co., Ltd. 7- Figure 1 Figure ε

Claims (1)

【特許請求の範囲】[Claims] 船体の」二甲板と船体内の横通隔壁を取除いて断面凹型
のブロックを必要な長さだ目切り出し、該凹型ブロック
を水底基礎地盤や原地盤の掘削個所などのドック築造場
所に据伺りることを特徴とする船体を利用したドックの
築M[。
Remove the upper deck of the hull and the transverse bulkhead inside the hull, cut out blocks with a concave cross section to the required length, and install the concave blocks at the dock construction site, such as the underwater foundation ground or excavation site in the original ground. Construction of a dock using a hull that is characterized by
JP16044781A 1981-10-08 1981-10-08 Constructing method of dock using hull Pending JPS5861087A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16044781A JPS5861087A (en) 1981-10-08 1981-10-08 Constructing method of dock using hull

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16044781A JPS5861087A (en) 1981-10-08 1981-10-08 Constructing method of dock using hull

Publications (1)

Publication Number Publication Date
JPS5861087A true JPS5861087A (en) 1983-04-11

Family

ID=15715123

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16044781A Pending JPS5861087A (en) 1981-10-08 1981-10-08 Constructing method of dock using hull

Country Status (1)

Country Link
JP (1) JPS5861087A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111364466A (en) * 2020-03-20 2020-07-03 中交第三航务工程局有限公司 Construction method of dry dock bottom plate

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52118796A (en) * 1976-03-29 1977-10-05 Nippon Kokan Kk <Nkk> Method of converting ship body into floating dock
JPS52118795A (en) * 1976-03-29 1977-10-05 Nippon Kokan Kk <Nkk> Method of converting ship body into floating dock

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52118796A (en) * 1976-03-29 1977-10-05 Nippon Kokan Kk <Nkk> Method of converting ship body into floating dock
JPS52118795A (en) * 1976-03-29 1977-10-05 Nippon Kokan Kk <Nkk> Method of converting ship body into floating dock

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111364466A (en) * 2020-03-20 2020-07-03 中交第三航务工程局有限公司 Construction method of dry dock bottom plate
CN111364466B (en) * 2020-03-20 2021-12-14 中交第三航务工程局有限公司 Construction method of dry dock bottom plate

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