JP2668184B2 - How to launch a submerged box - Google Patents

How to launch a submerged box

Info

Publication number
JP2668184B2
JP2668184B2 JP4359023A JP35902392A JP2668184B2 JP 2668184 B2 JP2668184 B2 JP 2668184B2 JP 4359023 A JP4359023 A JP 4359023A JP 35902392 A JP35902392 A JP 35902392A JP 2668184 B2 JP2668184 B2 JP 2668184B2
Authority
JP
Japan
Prior art keywords
box
manufactured
unit
steel plate
submerged box
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 - Fee Related
Application number
JP4359023A
Other languages
Japanese (ja)
Other versions
JPH06193391A (en
Inventor
雅時 中西
誠 下石
昇 小池
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 JP4359023A priority Critical patent/JP2668184B2/en
Publication of JPH06193391A publication Critical patent/JPH06193391A/en
Application granted granted Critical
Publication of JP2668184B2 publication Critical patent/JP2668184B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、主として海底トンネル
に使用する沈埋函の製作進水方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of launching a submerged box for use mainly in a submarine tunnel.

【0002】[0002]

【従来の技術】従来、海底に沈めてトンネルとなす沈埋
函は、数十メートルから百数十メートルもの長さのもの
を造船用ドックやドライドック等にて全体を一体成形
し、これを進水させて洋上を曳船し、所定の進水位置に
て沈めるようにしている。
2. Description of the Related Art Conventionally, a submerged box, which is submerged on the seabed to form a tunnel, is formed from a length of several tens of meters to a hundred and several tens of meters by using a dock for shipbuilding, a dry dock, etc., and is integrally formed. The boat is towed off the water and submerged at a predetermined launch position.

【0003】また沈埋函は合成構造として製作する例が
あり、これは外周の鋼板とコンクリートとを一体化した
強度部材として考慮する構造となっているものであり、
外周面に鋼板を張り、厚み部分をコンクリート構造とし
ている。そして、その製作は沈埋函の開口部を水平方向
に向け、外面の鋼板と内型枠との間にコンクリートを打
設して一体化する方法が採られている。
[0003] There is an example in which a submerged box is manufactured as a composite structure, which is a structure that is considered as a strength member integrating a steel plate and concrete on the outer periphery.
A steel plate is attached to the outer peripheral surface, and the thickness is a concrete structure. Then, the method of manufacturing is performed by turning the opening of the buried box in the horizontal direction, casting concrete between the steel plate on the outer surface and the inner form, and integrating them.

【0004】[0004]

【発明が解決しようとする課題】上述のような従来の沈
埋函の製作進水方法では、特に大型の沈埋函の場合に
は、広い製作ヤードが必要であり、造船用ドックやドラ
イドックを陸上に設けなくてはならず、これらの設備を
再利用できない地域での工事は著しく高コストとなると
いう問題があった。
According to the above-mentioned conventional method for manufacturing a buried box, a large buried box requires a large manufacturing yard, and a dock for shipbuilding or a dry dock is required on land. And construction in an area where these facilities cannot be reused is extremely expensive.

【0005】またシンキングバージ等作業台船を使用し
た海上での沈埋函製作も考えられるが、この場合には作
業船の使用期間が著しく長いものとなり、高コストとな
る。しかも作業床面積の広さにも限りがあるため、作業
能率が悪いものとなるという問題があった。
It is also conceivable to manufacture a submerged box on the sea using a workboat such as a sinking barge. However, in this case, the service life of the workboat becomes extremely long, resulting in high costs. In addition, there is a problem that the work efficiency is poor because the area of the work floor is limited.

【0006】更に、鋼・コンクリート合成構造の沈埋函
の製作に際しては、底床スラブと両側壁は鋼板とコンク
リートとが複合した合成構造として設計できるが、上床
スラブは、上面鋼板下にコンクリートのレイタンスやブ
リージング水が溜るため、コンクリートと鋼板との一体
化が図れず、このため、合成構造ではなく、鉄筋を配し
たRC構造として設計しなければならないという問題が
あった。
Further, when manufacturing an embedded steel box of a steel-concrete composite structure, the bottom floor slab and both side walls can be designed as a composite structure in which steel plate and concrete are combined. Because of the accumulation of breathing water, the integration of concrete and steel plate cannot be achieved, and therefore, there has been a problem that an RC structure having reinforcing bars must be designed instead of a composite structure.

【0007】本発明は、これらの各種の問題を解決する
ことを目的としてなされたものである。
[0007] The present invention has been made to solve these various problems.

【0008】[0008]

【課題を達成するための手段】上述の如き目的を達成す
るための本発明の要旨とするところは、製作しようとす
る所望長さの沈埋函を輪切状に複数分割した形状の複数
のユニットを陸上の製作ヤードにて開口部を上下に向け
て製作し、前記各ユニットを進水機能を有する作業台船
上に載せて順次接続させ、全体をPC鋼材により緊張締
結して沈埋函を完成させ、然る後、前記作業台船上から
前記進水機能により水面に浮上させて進水することを特
徴としてなる沈埋函の製作進水方法に存する。
SUMMARY OF THE INVENTION In order to achieve the above-mentioned object, the gist of the present invention is to provide a plurality of units each having a shape obtained by dividing a submerged box having a desired length to be manufactured into a plurality of sections. In the production yard on land with the opening facing up and down, placing each of the units on a workbench with a launching function and connecting them sequentially, and tightening the whole with PC steel to complete the buried box Thereafter, the present invention is directed to a method for launching a submerged box, characterized in that the vessel is floated on the surface of the water by the launching function from the workbench and launched.

【0009】[0009]

【作用】本発明の沈埋函の製作進水方法では、輪切状と
したユニットを開口を上下に向けて製作するものである
ため、縦向きの鋼板とこれと平行する内型枠との間にコ
ンクリートを打設することとなり、コンクリートのレイ
タンスやブリージングはユニットの開口端面に溜ること
となり、このため、沈埋函の上下床スラブ及び側壁のい
ずれの部分も外面の鋼板とコンクリートとの一体化が完
全なものとなり、全周が鋼板・コンクリート合成構造と
して設計できる。
According to the method of launching a submerged box according to the present invention, since a ring-shaped unit is manufactured with its opening facing up and down, the unit between the vertically oriented steel plate and the inner mold parallel to this is formed. Concrete will be cast into the unit, and concrete latencies and breathing will accumulate at the opening end face of the unit. It is complete, and the entire circumference can be designed as a steel plate / concrete composite structure.

【0010】また、小型のユニットを製作ヤードにて製
作するため、クレーンによるハンドリングが可能にな
り、全体を一体成形する場合のような大型の進水設備を
併設する必要がなく、製作ヤードが分散していても製造
が可能になる。
In addition, since small units are manufactured in the manufacturing yard, handling by a crane becomes possible, and it is not necessary to provide a large launching facility as in the case where the whole is integrally formed, and the manufacturing yard is dispersed. Even if it does, manufacturing becomes possible.

【0011】更に、作業台船は沈埋函の組立、進水のみ
に使用するため、沈埋函の全体を始めから製作する場合
に比べて台船使用時間は著しく短いものとなる。
Further, since the working barge is used only for assembling and launching the buried box, the working time of the barge is significantly shorter than when the entire buried box is manufactured from the beginning.

【0012】なおこの作業台船には、リフトバージ、シ
ンキングバージ或いは自動昇降式作業船(SEP)等が
使用できる。
It is to be noted that a lift barge, a sinking barge, a self-elevating type work boat (SEP), or the like can be used as the work boat.

【0013】[0013]

【実施例】次に本発明の実施例を図面について説明す
る。
BRIEF DESCRIPTION OF THE DRAWINGS FIG.

【0014】図1〜図3は製作ヤードにて製作する沈埋
函ユニットを示している。このユニット1は製作しよう
とする沈埋函を3〜10m程度の幅に分割した形状をな
しており、外周面には鋼板2が一体に張設され、その内
側にRC壁3が一体に成形されている。RC壁3には両
端面に連通開口させてPC鋼材挿通孔4,4……が設け
られている。また上・底スラブ及び両側壁の端面には、
互いに嵌り合う形状のせん断キー用凹凸5,6が設けら
れている。
1 to 3 show a submerged box unit manufactured in a manufacturing yard. This unit 1 has a shape in which a submerged box to be manufactured is divided into a width of about 3 to 10 m, a steel plate 2 is integrally stretched on an outer peripheral surface, and an RC wall 3 is integrally formed inside the unit. ing. The RC wall 3 is provided with PC steel material insertion holes 4, 4,. Also, on the top and bottom slabs and the end faces of both side walls,
Shear key protrusions and depressions 5 and 6 having a shape that fits each other are provided.

【0015】このユニット1の製造は、図4に示すよう
に、端面開口を上向きにし、底型板7上に外面鋼板用の
鋼板2を筒状に成形し、外型枠として立てるとともに、
その内側に内型枠8を組み、両者の間に必要な配筋及び
PC鋼材挿通孔4用のシースを組み込んだ後コンクリー
ト9を打設する。所定の強度発現を待って内型枠8を外
し、図5に示すように底型板7とともにジャッキ付台車
10により持ち上げて移動させ、回転装置11を使用し
て開口部が横向きになるように90゜回転させ、更に仮
置ヤード12に移動させてストックする。なお脱型後の
回転、移動はクレーンを使用して行なってもよい。
As shown in FIG. 4, the unit 1 is manufactured by turning the end face opening upward, forming the steel plate 2 for the outer steel plate into a tubular shape on the bottom die plate 7 and setting it up as an outer die frame.
An inner formwork 8 is assembled on the inside thereof, and necessary reinforcing bars and a sheath for the PC steel material insertion hole 4 are inserted between them, and then concrete 9 is cast. After the predetermined strength is developed, the inner mold 8 is removed, and the inner mold 8 is lifted and moved together with the bottom mold plate 7 by the bogie 10 with a jack, as shown in FIG. Rotate it by 90 ° and move it to the temporary storage yard 12 to stock it. Note that rotation and movement after removal from the mold may be performed using a crane.

【0016】このようにして多数のユニット1を製作し
ておき、これを進水機能を具備した作業台船、例えばリ
フトバージ13上にて組み立てる。この組立に際して
は、図に示すように、各ユニット1,1……を滑りシュ
ーもしくはローラー付の可動台14,14……上に1個
づつ載せ、各ユニット1,1……間に10〜30程度の
目地間隔をあけて並べる。そして図8に示すように目地
間隔の上面を除く外面側を外殻用の継目鋼板15をもっ
て覆い、内面側に型板16を当てがうとともにPC鋼材
挿通孔4を連結させるための連結シース17を対向する
両孔4,4間にまたがらせて設置した後、その目地間隔
にコンクリート18を打設する。なお上面の継目鋼板1
5はPC鋼材19の緊張後に固着させる。
A large number of units 1 are manufactured in this way, and assembled on a workbench having a launching function, for example, a lift barge 13. At the time of this assembling, as shown in the figure, each of the units 1, 1... Is placed on a movable table 14, 14 with a sliding shoe or roller one by one, and 10 to 10 are placed between the units 1, 1,. Line up with about 30 joint intervals. Then, as shown in FIG. 8, a connecting sheath 17 for covering the outer surface except the upper surface of the joint interval with a seam steel plate 15 for the outer shell, applying the template 16 to the inner surface, and connecting the PC steel material insertion hole 4. Is installed so as to straddle the two opposing holes 4 and 4, and concrete 18 is poured into the joint space. Seam steel plate 1 on the upper surface
No. 5 is fixed after the PC steel material 19 is tensioned.

【0017】このようにして所定数のユニット1,1…
…を連結した後、各PC鋼材挿通孔4,4……にPC鋼
材19を挿通する。PC鋼材19にはPC鋼棒もしくは
PC鋼より線を使用する。そして各PC鋼材19の端部
を両端のユニット1,1……に支持させて緊張し、全体
に圧縮応力を付与してユニット間の一体化を強化し、1
個の沈埋函Aとなす。
In this way, the predetermined number of units 1, 1 ...
Are connected, the PC steel 19 is inserted into each PC steel insertion hole 4, 4,. A PC steel rod or a PC stranded wire is used for the PC steel material 19. Then, the end of each PC steel material 19 is supported and tensioned by the units 1, 1,... At both ends, and a compressive stress is applied to the whole to strengthen the integration between the units.
This is made up of the individual submerged boxes A.

【0018】次いで図7に示すようにリフトバージ13
を所望の深さにまで沈め、沈埋函Aを進水させて水面上
に浮上させ、所望の進水位置に曳船し、従来と同様にし
て沈め、沈埋トンネルを構築する。
Next, as shown in FIG. 7, the lift barge 13
Is sunk to a desired depth, the sinking vessel A is launched and floated on the water surface, towed to a desired launching position, and sunk in the same manner as in the past to construct a sunk tunnel.

【0019】[0019]

【発明の効果】上述の如く構成される本発明の沈埋函の
製作進水方法は次の如き各種の効果を有する。 (1)沈埋函を分割して繰返し製作することにより、必
要な製作ヤードが小さくなる。又現場の状況により大規
模なヤードが得られない場合でも、ユニットの製作ヤー
ドが小規模ないくつかのヤードに分散して製作すること
ができるため、工期の短縮が図れる。 (2)ユニットの組み立てを海上のリフトバージ等の作
業船上で行えるため、ドライドックや船舶用造船ドック
は不用となる。また、これら作業船舶は函体の組み立て
から進水までの期間のみ必要であり、拘束期間が短く、
工費的な利点がある。この拘束期間は作業船上で函体全
てを製作する場合と較べて約1/3の期間となる。 (3)ユニットを横向きの状態で製作することにより、
仮設の足場、支保工が小規模となる。また、ユニットの
全周及び継手全周を鋼版で囲うことができるため、止水
性能に優れた沈埋函の製作が可能となる。 (4)ユニットはその幅を適当に設定することによりユ
ニットの重量が調節できるため、比較的小規模な断面で
は陸上クレーンによるハンドリングも可能となる。 (5)従来の鋼板構造の場合、上面鋼板の下側にコンク
リートのレイタンスやブリージング水がたまり、完成後
のコンクリートの品質に問題があった。このため上床ス
ラブのみRC構造として設計がなされているが、函体を
輪切りにし、横向きに製作することにより、このような
レイタンス・ブリージング水は全て取り除くことがで
き、品質の高い函体製作が可能となり、鋼板・コンクリ
ート合成構造の場合は上床部についても合成構造として
の設計が可能となる。 (6)近隣に大規模なドライドックがない場合や、造船
用ドックがない場合でも沈埋函の製作が可能であるた
め、沈埋トンネルの立地条件の幅が広がることとなる。
The method for launching a submerged box according to the present invention having the above-described structure has the following various effects. (1) The required production yard can be reduced by dividing the submerged box and producing repeatedly. Further, even when a large-scale yard cannot be obtained due to the situation at the site, the unit production yard can be distributed and manufactured in several small-scale yards, so that the construction period can be shortened. (2) Since the units can be assembled on a work boat such as a lift barge on the sea, dry docks and shipbuilding docks for ships are unnecessary. In addition, these work vessels require only the period from assembling the box to launch, and the restraint period is short,
There is a cost advantage. This restraint period is about one-third of the time required to manufacture all the boxes on the work boat. (3) By manufacturing the unit in a horizontal position,
Temporary scaffolding and support work will be small. In addition, since the entire circumference of the unit and the entire circumference of the joint can be surrounded by a steel plate, it is possible to manufacture a submerged box having excellent water stopping performance. (4) Since the weight of the unit can be adjusted by appropriately setting the width of the unit, handling with a land crane is also possible with a relatively small cross section. (5) In the case of the conventional steel plate structure, concrete latencies and breathing water accumulate below the upper steel plate, and there is a problem in the quality of the concrete after completion. For this reason, only the upper floor slab is designed as an RC structure, but by cutting the box into sections and manufacturing it sideways, all such latency water can be removed and a high quality box can be manufactured In the case of a steel plate / concrete composite structure, the upper floor can be designed as a composite structure. (6) Even if there is no large-scale dry dock in the vicinity or there is no dock for shipbuilding, it is possible to manufacture buried boxes, so the range of location conditions for buried tunnels will be widened.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明における沈埋函ユニットの一例の平面図
である。
FIG. 1 is a plan view of an example of a submerged box unit according to the present invention.

【図2】同上の正面図である。FIG. 2 is a front view of the same.

【図3】同上の側面図である。FIG. 3 is a side view of the same.

【図4】同上のユニットの製作状態を示す縦断面図であ
る。
FIG. 4 is a longitudinal sectional view showing a state of manufacturing the unit.

【図5】同上のユニット製作後の転回、移動工程を示す
側面図である。
FIG. 5 is a side view showing a turning and moving process after the unit is manufactured.

【図6】同上の各ユニットを作業台船上にて沈埋函に組
み立てた状態の側面図である。
FIG. 6 is a side view showing a state where the respective units are assembled in a buried box on a workbench.

【図7】同上の進水状態を示す側面図である。FIG. 7 is a side view showing a launch state of the above.

【図8】各ユニット間の連結構造を示す拡大断面図であ
る。
FIG. 8 is an enlarged cross-sectional view showing a connection structure between units.

【符号の説明】[Explanation of symbols]

A 沈埋函 1 沈埋函ユニット 2 鋼板 3 RC壁 4 PC鋼材挿通孔 5,6 せん断キー用凹凸 7 底型板 8 内型枠 9,18 コンクリート 10 ジャッキ付台車 11 回転装置 12 仮置ヤード 13 リフトバージ 14 ローラー付可動台 15 継目鋼板 16 型板 17 連結シース 19 PC鋼材 A submerged box 1 submerged box unit 2 steel plate 3 RC wall 4 PC steel material insertion hole 5,6 unevenness for shear key 7 bottom template 8 inner formwork 9,18 concrete 10 truck with jack 11 rotating device 12 temporary yard 13 lift barge 14 Movable stand with roller 15 Seam steel plate 16 Template 17 Connecting sheath 19 PC steel

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 製作しようとする所望長さの沈埋函を輪
切状に複数分割した形状の複数のユニットを陸上の製作
ヤードにて開口部を上下に向けて製作し、前記各ユニッ
トを進水機能を有する作業台船上に載せて順次接続さ
せ、全体をPC鋼材により緊張締結して沈埋函を完成さ
せ、然る後、前記作業台船上から前記進水機能により水
面に浮上させて進水することを特徴としてなる沈埋函の
製作進水方法。
1. A plurality of units each having a shape obtained by dividing a submerged box of a desired length to be manufactured into a plurality of slices are manufactured in a production yard on land with their opening portions turned up and down, and each unit is advanced. Placed on a workboat with water function and connected sequentially, the whole is tightened and tightened with PC steel material to complete the buried box, and then floated up on the water surface by the launching function from the workboat and launched. A method of launching a submerged box which is characterized by:
JP4359023A 1992-12-25 1992-12-25 How to launch a submerged box Expired - Fee Related JP2668184B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4359023A JP2668184B2 (en) 1992-12-25 1992-12-25 How to launch a submerged box

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4359023A JP2668184B2 (en) 1992-12-25 1992-12-25 How to launch a submerged box

Publications (2)

Publication Number Publication Date
JPH06193391A JPH06193391A (en) 1994-07-12
JP2668184B2 true JP2668184B2 (en) 1997-10-27

Family

ID=18462349

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4359023A Expired - Fee Related JP2668184B2 (en) 1992-12-25 1992-12-25 How to launch a submerged box

Country Status (1)

Country Link
JP (1) JP2668184B2 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103526777B (en) * 2013-10-17 2015-09-09 中国交通建设股份有限公司 Immersed tube tunnel semi-rigid pipe joint
JP6449041B2 (en) * 2015-02-12 2019-01-09 鹿島建設株式会社 Submarine tunnel construction method and onshore tunnel construction method
JP6449040B2 (en) * 2015-02-12 2019-01-09 鹿島建設株式会社 Connection structure between submerged boxes, submarine tunnel construction method
CN112222774B (en) * 2020-09-28 2022-10-21 中船黄埔文冲船舶有限公司 Construction method for shear key and embedded plate on immersed tube joint
CN115467372B (en) * 2022-09-09 2023-07-11 中交公路规划设计院有限公司 Pipe joint steel plate concrete combined structure for immersed tunnel and manufacturing method thereof

Also Published As

Publication number Publication date
JPH06193391A (en) 1994-07-12

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