JPS6332094A - Sedimentation and embedding box and its production - Google Patents

Sedimentation and embedding box and its production

Info

Publication number
JPS6332094A
JPS6332094A JP61173883A JP17388386A JPS6332094A JP S6332094 A JPS6332094 A JP S6332094A JP 61173883 A JP61173883 A JP 61173883A JP 17388386 A JP17388386 A JP 17388386A JP S6332094 A JPS6332094 A JP S6332094A
Authority
JP
Japan
Prior art keywords
steel plate
yard
steel
concrete
plates
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
JP61173883A
Other languages
Japanese (ja)
Inventor
正雄 山本
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP61173883A priority Critical patent/JPS6332094A/en
Publication of JPS6332094A publication Critical patent/JPS6332094A/en
Pending legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Abstract] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は水路を横断して設置される沈埋函の構造、及び
その製作方法に係るものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to the structure of an immersed burial box installed across a waterway, and its manufacturing method.

(従来の技術) 従来の沈埋函は全断面が鉄筋コンクリート構造で、その
製作に当っては、製作ヤードで低部防水鋼板、端部鋼殻
を順次組立てたのち下部床版の配筋、゛型枠組立、コン
クリート打設を行ない、次いで側壁の外板を組立てて同
側壁の配筋、型枠組立、コンクリート打設を行ない、中
間壁の配筋、型枠組立、コンクリート打設を行なったの
ち、下部床版上に設置した支保工上に上部床版の型枠を
支承し、同上部床版の配筋、コンクリート打設を行ない
、かくして沈埋函を完成したのち海上に進水させるドラ
イドツク方式と、製作ヤードで端部鋼殻を組立て、次い
で一般部鋼殻及び止水壁を順次組立て、かくして構成さ
れた組立構造体を進水させて係留ヤードに固定したのち
、順次下部床版及び側壁、中間壁の配筋、型枠組立及び
コンクリート打設を行ない、下部床版上に配設された支
保工で上部床版の型枠を支承し、同床版の配筋、型枠組
立、コンクIJ −ト打設を行なって沈埋函を完成して
海上に進水させる鋼殻方式とがある。
(Conventional technology) Conventional immersed containers have a reinforced concrete structure in their entire cross section, and when they are manufactured, the lower waterproof steel plates and the end steel shells are assembled in sequence at the production yard, and then the reinforcement of the lower deck is laid out and shaped. After assembling the frame and pouring concrete, assembling the outer panels of the side walls, arranging reinforcement for the same side walls, assembling the formwork, and pouring concrete, and then arranging reinforcement, assembling the formwork, and pouring concrete for the intermediate walls. , a dry dock method in which the formwork for the upper slab is supported on the shoring installed on the lower slab, reinforcement is placed for the upper slab, concrete is poured, and the immersed box is completed and then launched onto the sea. Then, the end steel shells are assembled in the fabrication yard, and then the general steel shells and water-stop walls are assembled in sequence.The assembled structure thus constructed is launched and fixed in the mooring yard, and then the lower deck and side walls are assembled in sequence. , conduct reinforcement, formwork assembly, and concrete pouring for the intermediate wall, support the upper slab formwork with the shoring placed on the lower slab, reinforcing the same floor slab, assemble the formwork, There is a steel shell method in which the immersed box is completed by pouring concrete IJ and then launched into the sea.

(発明が解決しようとする問題点) 前記従来のト°ライドツク方式においては、浮上状態の
沈埋−は通常乾舷が僅かであるため、ドライドツク 限定され、同ドライドツク 成される沈埋函の大きな自重を支承しなければならず、
更にドック内に注水して沈埋−を浮上させ曳航するため
に大量の沈埋−の製作には拡大なト9ライドツクを必要
とするとともに、ドライドツクを長期間占有することに
なる。
(Problems to be Solved by the Invention) In the above-mentioned conventional torpedo-dock method, since the freeboard of a floating burial case is small, the dry dock is limited, and the large dead weight of the immersion box formed by the dry dock is limited. must support
Furthermore, since water is injected into the dock to float the buried ship and tow it, the fabrication of a large amount of sunken ships requires an enlarged tow truck and occupies the dry dock for a long period of time.

また前記従来の鋼殻方式においては、矩形大型断面の沈
埋函の場合、鋼殻の重量が大幅に増大し、製作コストが
嵩み、また鋼殻内部の覆工コンクリートの施工において
型枠組立、配筋、コンクIJ −ト打設等の作業性が悪
い等の問題点がめった。
In addition, in the conventional steel shell method, in the case of an immersed box with a large rectangular cross section, the weight of the steel shell increases significantly, which increases manufacturing costs. Problems such as poor workability such as reinforcing reinforcement and concrete IJ casting were encountered.

(問題点を解決するための手段) 本発明はこのような問題点を解決するために提案された
沈埋函の構造及びその製作方法に係シ、沈埋函を下部鋼
板及び上部鋼板上に層着された同各鋼板と一体化された
鉄筋コンクリート構造の上下各床版と、同両床板間に亘
って配設された二重鋼板と同鋼板と一体化されたコンク
リートとよりなる鋼板コンクリート構造の側壁及び中間
壁とから構成し、また沈埋函の製作に轟ってはドック、
船台等の製作ヤードで、下部防水鋼板と端部鋼殻と二重
鋼板より構成された側壁及び中間壁とを組立て、前記下
部防水銅板上に鉄筋コンクリート構造の下部床版を施工
したのち、上部床版の上部防水鋼板及び端部鋼殻の止水
壁を設置し、かくして構成された組立構造体を進水させ
、係留ヤードに固定し、同係留ヤード1において前記側
壁及び中間壁のコンクリートを打設するとともに、前記
上部防水鋼板上に鉄筋コンクリート構造の上部コンクリ
ート床版を施工することによって、前記の問題点を解決
するものである。
(Means for Solving the Problems) The present invention relates to a structure of an immersed burial box and a method for manufacturing the same, proposed in order to solve the above-mentioned problems. Upper and lower floor slabs of reinforced concrete structure integrated with the same steel plates, and side walls of steel plate concrete structure consisting of double steel plates placed between the two floor plates and concrete integrated with the same steel plates. It consists of a dock and an intermediate wall.
In a manufacturing yard for ship platforms, etc., the lower waterproof steel plate, the end steel shell, and the side walls and intermediate walls made up of double steel plates are assembled, and after constructing the lower slab of reinforced concrete structure on the lower waterproof copper plate, the upper floor is assembled. A waterproof steel plate on the upper part of the plate and a water-stop wall on the steel shell at the end are installed, and the assembled structure thus constructed is launched into the water and fixed in the mooring yard, and concrete is poured for the side walls and intermediate walls in the mooring yard 1. The above-mentioned problem is solved by constructing an upper concrete floor slab having a reinforced concrete structure on the upper waterproof steel plate.

(作用) 本発明に係る沈埋iにおいては、鉄筋コンクリート構造
の上下各床版を連結する側壁及び中間壁に二重鋼板を採
用し、同二重鋼板をコンクリートと一体化して鋼板コン
クリート構造としたものであって、前記二重鋼板は型枠
の機能を果し、また強度面からはコンクリート補強筋材
の作用を兼ねるものである。
(Function) In the immersion i according to the present invention, double steel plates are used for the side walls and intermediate walls that connect the upper and lower slabs of a reinforced concrete structure, and the double steel plates are integrated with concrete to form a steel plate concrete structure. The double steel plate functions as a formwork, and in terms of strength, also functions as a concrete reinforcing bar.

また製作に当っては,製作ヤード9において、下部防水
鋼板と端部鋼殻と、二重鋼板より構成された側壁、中間
壁とを組立て、前記下部防水鋼板上に鉄筋コンクリート
構造の下部床版を施工したのち、上部床版の上部防水鋼
板、及び端部鋼殻の止水壁を設置し、かくして鉄筋コン
クリート構造の下部床版のみを製作ヤード0内で完成状
態とした完成時に比して重量が十分に小さい組立構造体
を進水させる。この際同構造体の吃水は当然小さなもの
となる。
In addition, in the production yard 9, the lower waterproof steel plate, the end steel shell, the side walls and intermediate walls made of double steel plates are assembled, and the lower floor slab of reinforced concrete structure is installed on the lower waterproof steel plate. After construction, the upper waterproof steel plate of the upper slab and the water-stop wall of the steel shell at the end were installed, thus reducing the weight compared to when only the lower slab of reinforced concrete structure was completed in production yard 0. Launch a sufficiently small assembled structure. In this case, the structure will naturally have a small amount of water.

更に本発明においては前記構造体を係留ヤードに固定し
、同係留ヤードで残シの側壁及び中間壁のコンクリート
打設、上部防水鋼板上の鉄筋コンクリート構造の上部床
版の施工を行なうものである。
Furthermore, in the present invention, the structure is fixed to a mooring yard, and in the same mooring yard, concrete is poured for the side walls and intermediate walls of the remaining structure, and the upper slab of the reinforced concrete structure is constructed on the upper waterproof steel plate.

(実施例) 以下本発明を図示の実施例について説明する。(Example) The present invention will be described below with reference to the illustrated embodiments.

第1図は沈埋函の断面を示し、(1)は下部防水鋼板で
、鋼板を溶接接合して沈埋函の下面全体をカバーするよ
うに構成される。(2)は上部防水鋼板で、上下防水鋼
板(IO2)には側壁(3)及び中間側壁(4)が連結
され、同各壁(3)(4)は上下防水鋼板(1)(2)
に溶着された二重鋼板(5)とこれと一体化されたコン
クリートとによって構成されている。
Figure 1 shows a cross section of the submerged box, and (1) is a lower waterproof steel plate, which is constructed by welding and joining the steel plates to cover the entire lower surface of the submerged box. (2) is the upper waterproof steel plate, and the upper and lower waterproof steel plates (IO2) are connected to the side wall (3) and the middle side wall (4), and the walls (3) and (4) are the upper and lower waterproof steel plates (1) and (2).
It consists of a double steel plate (5) welded to the top and concrete integrated with the double steel plate (5).

前記二重鋼板(5)は第3図に示すように相対する外板
(6)及び同外板(6)開を連結する保形材としてのダ
イヤフラム(7)とよりなシ、前記各外板(6)の対向
面には同各外板(6)とともに強度部材となる型鋼材(
8)及び補強材(9)が配設され、更にコンクリートと
一体化させるためにジベルα1が植立されている。
As shown in Fig. 3, the double steel plate (5) is connected to the opposing outer plate (6) and a diaphragm (7) as a shape-retaining member that connects the outer plate (6). On the opposite surface of the plate (6), there is a shaped steel material (
8) and reinforcing material (9) are provided, and a dowel α1 is installed to integrate with the concrete.

前記下部防水鋼板(1)及び上部防水鋼板(2)上には
、同各鋼板(1)(2)と一体化された鉄筋コンクリー
ト構造の上部床版αυ及び下部床版(13が層着される
。図中α3は端部鋼殻、Iは端部鋼殻の止水壁でちる。
On the lower waterproof steel plate (1) and the upper waterproof steel plate (2), an upper floor slab αυ and a lower floor slab (13) of reinforced concrete structure, which are integrated with the respective steel plates (1) and (2), are layered. In the figure, α3 is the end steel shell, and I is the water stop wall of the end steel shell.

次に前記沈埋函の製作方法を第5図に示す製作フローチ
ャートについて説明する。
Next, the method for manufacturing the immersed burial box will be explained with reference to the manufacturing flowchart shown in FIG.

先ずドライドツク等の製作ヤードの基盤上に下部防水鋼
板(1)を配列して溶接により接合し、沈埋函の底部外
板を製作する。次いで沈埋函の長手方向両端に位置し、
隣接沈埋iを接続する機能を有する端部鋼殻α国を組立
て、次いで二重鋼板構造の側壁(3)及び中間壁(4)
のブロックを遂次組立底部外板と接合すると同時に、ブ
ロック間の接合を行なう。しかるのち下部鋼板上に下部
床版c12の鉄筋を配筋し、二重鋼板構造の側壁(3)
、中間壁(4)の下部を含めた下部床版αりのコンクリ
ートを打設し、沈埋−の底部を完成する。しかるのち上
部防水鋼板(2)及び端部鋼殻α3の止水壁α荀を組立
て、この段階の半完成状態の組立構造体を進水させる。
First, lower waterproof steel plates (1) are arranged on the base of a production yard for dry docks and the like and joined by welding to produce the bottom outer plate of the submerged box. Next, located at both longitudinal ends of the submerged burial box,
Assemble the end steel shell α which has the function of connecting adjacent immersed structures, and then assemble the side wall (3) and intermediate wall (4) of double steel plate structure.
At the same time as the blocks are sequentially joined to the assembled bottom skin, the blocks are joined together. After that, the reinforcing bars of the lower deck c12 were placed on the lower steel plate, and the side wall of the double steel plate structure (3)
, concrete is poured around the lower slab including the lower part of the intermediate wall (4), and the bottom of the immersion is completed. Thereafter, the upper waterproof steel plate (2) and the water stop wall α3 of the end steel shell α3 are assembled, and the semi-completed assembled structure at this stage is launched.

図中α9は同組立構造体の吃水を示す。In the figure, α9 indicates the stasis of the same assembled structure.

このように進水前に沈埋函における下部床仮住りの底部
コンクリートを完成しておくことが本方法の特徴とする
処である。
A feature of this method is that the bottom concrete of the temporary lower floor of the submerged box is completed before launching.

このように前記組立構造体を進水し、係留ヤード9に固
定したのち、前記側壁(3)及び中間壁(4)のコンク
リート打設を行々い、更に上部防水鋼板(2)上に上部
床版αDの配筋を行ない、移動式支保工を利用して遂次
上部床版αυのコンクリートを打設して沈埋函を完成し
、所要水域に曳航する。
After the assembled structure was launched and fixed to the mooring yard 9, the side walls (3) and intermediate walls (4) were poured with concrete, and the upper part was placed on the upper waterproof steel plate (2). The reinforcement for the floor slab αD is arranged, and the concrete for the upper slab αυ is successively poured using mobile shoring to complete the immersed box, which is then towed to the required water area.

(発明の効果) 本発明によれば前記したように、製作ヤードにおいて、
下部防水銅板と端部鋼殻と、二重銅板より構成された側
壁、中間壁とを組立て、前記下部防水鋼板上に鉄筋コン
クリート構造の下部床版を施工したのち、上部床版部分
の上部防水鋼板と端部鋼殻の止水壁とを設置し、このよ
うに構成された組立構造体を進水させるものであシ、従
って同組立構造体の鉄筋コンクリート構造体は下部床版
のみが製作ヤード内で完成した状態となり、完成時に比
して重量が十分に小さく、進水時の吃水が浅く、製作ヤ
ード設置場所の水深が大幅に低減されるとともに、製作
ヤードの基礎構造を従来の場合のように大規模な構造と
する必要がなくなる。
(Effects of the Invention) According to the present invention, as described above, in the production yard,
After assembling the lower waterproof copper plate, the end steel shell, and the side walls and intermediate walls made of double copper plates, and constructing the lower floor slab of reinforced concrete structure on the lower waterproof steel plate, the upper waterproof steel plate of the upper floor slab portion is assembled. and a water-stop wall with a steel shell at the end, and the assembled structure constructed in this way is launched. Therefore, only the lower slab of the reinforced concrete structure of the assembled structure is located inside the production yard. It is now in a completed state, and the weight is sufficiently smaller than when completed, the water level at the time of launch is shallow, the water depth at the location where the production yard is installed is significantly reduced, and the basic structure of the production yard can be changed to the same as in the conventional case. Eliminates the need for large structures.

本発明においてはこの後、前記組立構造体は係留ヤード
に固定され、同係留ヤードで残シの側壁及び中間壁のコ
ンクリート打設、上部防水鋼板上の鉄筋コンクリート構
造上部床版の施工が行女われるものであシ、従って本発
明によれば沈埋函は製作ヤードと係留ヤードとの2個所
に分けて製作されるので、製作ヤードの占有期間が短か
くて済み、ヤードの容量も小さくてよい。
In the present invention, the assembled structure is then fixed to a mooring yard, and in the same mooring yard, concrete is poured for the side walls and intermediate walls of the remaining structure, and the upper slab of the reinforced concrete structure is constructed on the upper waterproof steel plate. Therefore, according to the present invention, the immersed box is manufactured in two places, the manufacturing yard and the mooring yard, so the period of occupation of the manufacturing yard can be shortened, and the capacity of the yard can also be small.

また本発明に係る沈埋函においては、完成断面の鉄筋コ
ンクリート構造下部床版が利用できるので、従来の全断
面が鋼殻の沈埋−に比して鋼材量が大幅に節減される。
Further, in the immersed box according to the present invention, since a reinforced concrete structure lower deck with a completed cross section can be used, the amount of steel material can be significantly reduced compared to the conventional immersed case where the entire cross section is a steel shell.

更に本発明によれば側壁及び中間壁に二重鋼板が使用さ
れ、同二重鋼板が型枠、補強鉄筋を兼用するので、型枠
の設置、配筋作業が不用となシ、施工性が改善され、工
期が短縮される。
Furthermore, according to the present invention, double steel plates are used for the side walls and intermediate walls, and the same double steel plates serve both as formwork and reinforcing bars, eliminating the need for formwork installation and reinforcement work, and improving workability. Improvements will be made and the construction period will be shortened.

更にまた本発明においては上部床版は側壁、中間壁を利
用した移動式支保工により、製作ヤードにおける施工と
同様な状態で施工される。
Furthermore, in the present invention, the upper deck is constructed using movable shoring using side walls and intermediate walls in a manner similar to construction in a production yard.

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

第1図は本発明に係る沈埋函の縦断面図、第2図はその
進水状態を示す一部を欠截した斜面図、第3図は二重鋼
板部分の斜面図、第4図は第2図の矢視It/−It/
図、第5図は沈埋iの製作フローチャートである。 (1)・・・下部防水鋼板    (2)・・・上部防
水鋼板r3)・・・側壁        (4)・・・
中間側壁(5)・・・二重鋼板      αυ・・・
上部床版αか・・下部床版      αJ・・・端部
鋼殻I・・・止水壁 復代理人 弁理士  岡 本 重 文 外2名
Fig. 1 is a vertical cross-sectional view of the immersed box according to the present invention, Fig. 2 is a partially cutaway slope view showing its launching condition, Fig. 3 is a slope view of the double steel plate section, and Fig. 4 is Arrow view It/-It/ in Fig. 2
Figure 5 is a production flowchart of immersion i. (1)...Lower waterproof steel plate (2)...Upper waterproof steel plate r3)...Side wall (4)...
Intermediate side wall (5)...Double steel plate αυ...
Upper floor slab α...Lower floor slab αJ...End steel shell I...Water-stop wall Agent Patent attorney Shige Okamoto 2 other people

Claims (2)

【特許請求の範囲】[Claims] (1)下部鋼板及び上部鋼板上に層着された同各鋼板と
一体化された鉄筋コンクリート構造の上下各床板と、同
両床板間に亘つて配設された二重鋼板と同鋼板と一体化
されたコンクリートとよりなる鋼板コンクリート構造の
側壁及び中間壁とからなることを特徴とする沈埋函。
(1) The upper and lower floor plates of a reinforced concrete structure are integrated with the steel plates layered on the lower and upper steel plates, and the double steel plates placed between the two floor plates are integrated with the same steel plate. An immersed box characterized by comprising side walls and an intermediate wall of a steel plate concrete structure made of concrete and concrete.
(2)ドッグ、船台等の製作ヤードで、下部防水鋼板と
端部鋼殻と二重鋼板より構成された側壁及び中間壁とを
組立て、前記下部防水鋼板上に鉄筋コンクリート構造の
下部床版を施工したのち、上部床版の上部防水鋼板及び
端部鋼殻の止水壁を設置し、かくして構成された組立構
造体を進水させ、係留ヤードに固定し、同係留ヤードに
おいて前記側壁及び中間壁のコンクリートを打設すると
ともに、前記上部防水鋼板上に鉄筋コンクリート構造の
上部コンクリート床板を施工することを特徴とする沈埋
函の製作方法。
(2) At a manufacturing yard for dogs, slipways, etc., assemble the lower waterproof steel plate, the end steel shell, and the side walls and intermediate walls made of double steel plates, and construct the lower slab of reinforced concrete structure on the lower waterproof steel plate. After that, the upper waterproof steel plate of the upper deck and the water-stop wall of the end steel shell are installed, and the assembled structure thus constructed is launched and fixed in a mooring yard, and the side walls and intermediate walls are installed in the same mooring yard. 1. A method for producing a submerged box, comprising: placing concrete, and constructing an upper concrete floor plate having a reinforced concrete structure on the upper waterproof steel plate.
JP61173883A 1986-07-25 1986-07-25 Sedimentation and embedding box and its production Pending JPS6332094A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61173883A JPS6332094A (en) 1986-07-25 1986-07-25 Sedimentation and embedding box and its production

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61173883A JPS6332094A (en) 1986-07-25 1986-07-25 Sedimentation and embedding box and its production

Publications (1)

Publication Number Publication Date
JPS6332094A true JPS6332094A (en) 1988-02-10

Family

ID=15968879

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61173883A Pending JPS6332094A (en) 1986-07-25 1986-07-25 Sedimentation and embedding box and its production

Country Status (1)

Country Link
JP (1) JPS6332094A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007085129A (en) * 2005-09-26 2007-04-05 Ishikawajima Harima Heavy Ind Co Ltd Submerged caisson manufacturing method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007085129A (en) * 2005-09-26 2007-04-05 Ishikawajima Harima Heavy Ind Co Ltd Submerged caisson manufacturing method
JP4538396B2 (en) * 2005-09-26 2010-09-08 株式会社Ihiインフラシステム How to make a sinking box

Similar Documents

Publication Publication Date Title
FI80747B (en) SJOEBUREN PLATTFORM AV ARMERAD BETONG.
GB2055703A (en) Lightweight concrete marine float
US5713296A (en) Lightweight concrete dock
US4265193A (en) Concrete marine float and method of fabricating
JPS6332094A (en) Sedimentation and embedding box and its production
JPS6310243B2 (en)
JPH039252B2 (en)
JPS6253399B2 (en)
JP2000212969A (en) Caisson footing of honeycomb structure
JP2001182032A (en) Floating box body
JPH039251B2 (en)
JP3332595B2 (en) How to make a caisson bottom plate
JPH0451611B2 (en)
JPH0692287A (en) Pontoon launching method
JPS5910240Y2 (en) Immersed steel shell
JP3212514B2 (en) Environmentally friendly floating structure and method of manufacturing the same
US1489967A (en) Reenforced concrete and steel ship construction and method of making the same
JPH0881934A (en) Floating body structure, and method for producing thereof
SU1070051A1 (en) Slipway for constructing ferroconcrete ships
JPH0427333B2 (en)
JPS5857355B2 (en) Construction method of semi-submerged floating structure
GB2121854A (en) Marine structure constructing method
JPH068116B2 (en) Offshore floating structure construction method
JPH11245884A (en) Floating body structure
JPS63176528A (en) Settling of caisson