JPH09287148A - Launching equipment for floating caisson - Google Patents

Launching equipment for floating caisson

Info

Publication number
JPH09287148A
JPH09287148A JP12215596A JP12215596A JPH09287148A JP H09287148 A JPH09287148 A JP H09287148A JP 12215596 A JP12215596 A JP 12215596A JP 12215596 A JP12215596 A JP 12215596A JP H09287148 A JPH09287148 A JP H09287148A
Authority
JP
Japan
Prior art keywords
floating
floating body
quay
caisson
receiving frame
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
JP12215596A
Other languages
Japanese (ja)
Other versions
JP3268199B2 (en
Inventor
Kazuyoshi Kihara
一禎 木原
Masaru Yoshida
優 吉田
Tetsuji Ofuji
哲二 大藤
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 JP12215596A priority Critical patent/JP3268199B2/en
Publication of JPH09287148A publication Critical patent/JPH09287148A/en
Application granted granted Critical
Publication of JP3268199B2 publication Critical patent/JP3268199B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Revetment (AREA)

Abstract

PROBLEM TO BE SOLVED: To efficiently and safely launch without use of a crane boat, by providing a supporting base arranged to form a space for supporting a floating caisson, a lifting device equipped therein, and a receive frame in the space and also providing a skid rail on which the caisson slides and beams. SOLUTION: Right and left support bases 3 as the launching equipment 2 body are erected adjacently to a bulkhead 35 from the upper face of a submarine foundation 25 to a level S above the sea. A receive frame 4 is provided in the space by lifting devices 5 so as to be vertically movable. The shell of floating caisson body fabricated on the ground is transferred on the skid rails 40 to the bulkhead 35. In this time, the receive frame 4 is positioned in the same level with the skid rail 40, in the launching equipment 2 side and the caisson is received on the vertical beams of the receive frame 4. Then, the receive frame 4 is lowered to the sea surface level S to set it afloat. And the shell of floating caisson is drawn out of the launching equipment 2 by a tagboat. Subsequently it is moored at a preparatory pier and concrete is placed therein to finish a floating caisson 1. In this way, a crane boat is not required to safely launch a floating caisson 1.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】本発明は、浮函体(浮函体鋼
殻部の場合を含む)を岸壁上から進水させるための設備
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to equipment for launching a floating body (including a case of a floating steel shell) from above the quay.

【0002】[0002]

【従来の技術】一般に海洋工事に用いられる浮函体の建
造は、次のような手順で行なわれている。すなわち、図
11に示すように、鋼殻部1′を組み立ててから、図1
2に示すごとくミキサー車Mなどでコンクリート打設を
行なって、図13に示すような鋼板およびコンクリート
からなるハイブリッド構造の浮函体1が建造される。そ
して図13に示すように、この浮函体1をスキッドレー
ル40により摺動させて、図14に示すごとく岸壁35
まで移動させ、ついでクレーン船30により海面Sへ進
水させる操作が行なわれている。
2. Description of the Related Art The construction of a floating box generally used for offshore construction is performed in the following procedure. That is, as shown in FIG. 11, after assembling the steel shell portion 1 ',
As shown in FIG. 2, concrete is poured using a mixer truck M or the like to construct a floating box body 1 having a hybrid structure composed of a steel plate and concrete as shown in FIG. Then, as shown in FIG. 13, the floating box 1 is slid by the skid rails 40, and as shown in FIG.
To the sea surface S by the crane ship 30.

【0004】[0004]

【発明が解決しようとする課題】ところで、前述のよう
な浮函体の進水手段では、岸壁上に載置された大重量の
浮函体をクレーン船で吊り上げてから海面へ進水させる
ため、大掛かりな準備作業を必要とし、広い作業スペー
スが必要になるほか、作業時間も長くなり、安全面で難
点がある上、クレーン船のレンタル料が高価であるなど
の問題点がある。本発明は、このような問題点を克服し
て、効率よく安全にかつ低コストで浮函体(浮函体鋼殻
部の場合を含む)の進水を行なえるようにした設備を提
供することを課題としている。
By the way, in the launching means for the floating body as described above, in order to launch the heavy floating body mounted on the quay to the sea surface after it is lifted by the crane ship. However, it requires a large amount of preparatory work, requires a large work space, requires a long working time, has a problem in safety, and has a problem that the rental fee of the crane ship is expensive. The present invention overcomes such problems and provides equipment capable of efficiently and safely launching a floating body (including the case of a steel shell of a floating body) at low cost. That is the issue.

【0005】[0005]

【課題を解決するための手段】前述の課題を解決するた
め、本発明の浮函体進水設備は、岸壁に隣接して海底基
礎上から海面上方まで立設され相互間に浮函体支持用空
間を形成するように配置された左右の支持台と、これら
の支持台にそれぞれ装着された昇降装置と、同昇降装置
により上記浮函体支持用空間で昇降駆動されるように設
けられた受枠とをそなえ、上記岸壁上から上記受枠上へ
浮函体を摺動させて移すための摺動手段が設けられたこ
とを特徴としている。
In order to solve the above-mentioned problems, the floating box launching equipment of the present invention has a floating box support equipment which is erected from above the seabed foundation to above the sea surface adjacent to the quay and supports the floating box between them. Right and left support bases arranged so as to form a space for use, lift devices respectively mounted on these support bases, and the lift devices provided so as to be lifted and lowered in the space for supporting the floating body. It is characterized in that it is provided with a receiving frame and provided with a sliding means for slidingly transferring the floating box from above the quay wall to above the receiving frame.

【0006】上述の本発明の浮函体進水設備では、岸壁
上の浮函体が岸壁に隣接した左右の支持台相互間の浮函
体支持用空間における受枠上へ摺動手段により移される
ため、クレーン船を不要とし、同受枠上へ移された浮函
体は昇降装置により受枠と共に海面上へ降下し、安全に
進水することができる。
In the above-mentioned floating body launching apparatus of the present invention, the floating body on the quay is moved by the sliding means onto the receiving frame in the floating body supporting space between the left and right support bases adjacent to the quay. Therefore, a crane ship is not required, and the floating body moved to the receiving frame can be safely launched by descending to the sea surface together with the receiving frame by the lifting device.

【0007】そして、上記支持台は、海底基礎上に立設
された多数の支持台ユニットを組み合わせて構成するこ
とができ、これにより一体構造の場合と比べて支持台の
構築が容易になる。
The support base can be constructed by combining a large number of support base units erected on the seabed foundation, which facilitates the construction of the support base as compared with the case of an integral structure.

【0008】また、上記支持台ユニットの相互間に上記
昇降装置が架設されると、これに伴い支持台ユニット相
互の組み合わせが強固に行なわれ、上記支持台の強度も
増すようになる。
Further, when the elevating device is installed between the support base units, the support base units are firmly combined with each other, and the strength of the support base is increased.

【0009】さらに、上記摺動手段が、上記岸壁上に敷
設されたスキッドレールと、上記受枠に設けられた上部
梁部材とで構成されると、上記浮函対は岸壁上のスキッ
ドレールに載置された状態から、ウインチによる牽引手
段あるいは油圧式押圧手段などで、上記受枠の構成部材
としての上部梁部材上へ安全に移されるようになる。
Further, when the sliding means is composed of a skid rail laid on the quay and an upper beam member provided on the receiving frame, the floating pair is mounted on the skid rail on the quay. From the installed state, it can be safely transferred onto the upper beam member as a constituent member of the receiving frame by a winch pulling means or a hydraulic pressing means.

【0010】[0010]

【発明の実施の形態】以下、図面により本発明の一実施
形態としての浮函体進水設備について説明すると、図1
はその斜視図、図2は図1のA部を拡大して示す要部斜
視図、図3は図1の設備における受枠の平面図、図4は
図1の設備における受枠に搭載された浮函体の進水状態
を示す要部正面図であり、図5〜10はいずれも図1の
設備による浮函体の進水から現地海底における浮函体の
設置までの経過を順次示す説明図である。
BEST MODE FOR CARRYING OUT THE INVENTION A floating body launching equipment as an embodiment of the present invention will be described below with reference to the drawings.
1 is a perspective view thereof, FIG. 2 is an enlarged perspective view of an essential part of the portion A of FIG. 1, FIG. 3 is a plan view of a receiving frame in the equipment of FIG. 1, and FIG. 4 is a floating frame mounted in the receiving frame of the equipment of FIG. It is a principal part front view which shows the launch state of a box, and FIGS. 5-10 is explanatory drawing which shows the progress from the launch of the floating box by the installation of FIG. Is.

【0011】図1および図2に示すように、浮函体1の
ための進水設備2における本体としての左右の支持台
3,3が、岸壁35に隣接して海底基礎25上から海面
Sの上方まで立設されており、これらの支持台3,3の
相互間に形成された浮函体支持用空間において、受枠4
が昇降装置5により昇降可能に設けられている。
As shown in FIGS. 1 and 2, the left and right support bases 3, 3 as the main body in the launch facility 2 for the floating body 1 are adjacent to the quay 35 from the seabed foundation 25 to the sea surface S. In the space for supporting the floating body formed between the support bases 3, 3 in the receiving frame 4
Is provided so that it can be moved up and down by the lifting device 5.

【0012】各支持台3は、海底基礎25上に立設され
た多数の鉄筋コンクリート製支持台ユニット3aを組み
合わせて構成されており、昇降装置5は支持台ユニット
3aの相互間に支持板6を介し架設されている。
Each support base 3 is composed of a combination of a large number of reinforced concrete support base units 3a erected on the seabed foundation 25, and the lifting device 5 includes a support plate 6 between the support base units 3a. It is erected through.

【0013】このように昇降装置5が設けられることに
より、隣接する支持台ユニット3a,3aの上端部どう
しが強固に結合され、両ユニット相互間の間隙部3bに
は昇降装置5の昇降ロッド5aが垂下されて、同ロッド
5aの下端部に受枠4の横梁4aが結合されている。
By providing the elevating device 5 as described above, the upper end portions of the adjacent supporting base units 3a, 3a are firmly coupled to each other, and the elevating rod 5a of the elevating device 5 is provided in the gap portion 3b between both units. The horizontal beam 4a of the receiving frame 4 is connected to the lower end of the rod 5a.

【0014】受枠4は、図2および図3に示すように、
複数の横梁4aと、同横梁4aに上方から組み付けられ
岸壁35へ向けられた複数の縦梁4bとで構成され、上
部梁部材としての縦梁4bは受枠4へ摺動方式により浮
函体1(または浮函体鋼殻部1′)を移動させる際のス
キッドレールの機能を有している。
The receiving frame 4 is, as shown in FIGS. 2 and 3,
The horizontal beam 4a is composed of a plurality of horizontal beams 4a and a plurality of vertical beams 4b assembled to the horizontal beam 4a from above and directed toward the quay 35. The vertical beam 4b as an upper beam member is slidably attached to the receiving frame 4 by the floating body 1 It has the function of a skid rail when moving (or the floating shell 1 ').

【0015】また、図1に示すように、岸壁35の上面
にも、浮函体1を受枠4へ向け摺動させるためのスキッ
ドレール40が敷設されており、このようにして受枠4
の上部梁部材としての縦梁4bと岸壁上のスキッドレー
ル40とで浮函体1のための摺動手段が構成されてい
る。
As shown in FIG. 1, a skid rail 40 for sliding the floating body 1 toward the receiving frame 4 is also laid on the upper surface of the quay 35, and thus the receiving frame 4 is formed.
The vertical beam 4b as the upper beam member and the skid rail 40 on the quay constitute a sliding means for the floating body 1.

【0016】上述のように構成された本実施形態の浮函
体進水設備では、岸壁35上の浮函体1が、岸壁35に
隣接した左右の支持台3,3の相互間の浮函体支持用空
間における受枠4上へ、摺動手段としてのスキッドレー
ル40および縦梁4bにより移されるため、クレーン船
を不要とし、同受枠4上へ移された浮函体1は、図4に
示すごとく、昇降装置5により受枠4と共に海面上へ降
下し、安全に進水することができる。なお、浮函体1の
駆動は、ウインチによる牽引手段あるいは油圧式押圧手
段などによって行なわれる。
In the floating body launching apparatus of the present embodiment configured as described above, the floating body 1 on the quay 35 is floated between the left and right support bases 3 adjacent to the quay 35. Since the skid rail 40 and the vertical beam 4b as the sliding means are transferred onto the receiving frame 4 in the body supporting space, a crane ship is not required, and the floating box 1 transferred onto the receiving frame 4 is shown in FIG. As shown in the drawing, the lifting device 5 allows the user to descend to the surface of the sea together with the receiving frame 4 and safely launch it. The floating body 1 is driven by a towing means such as a winch or a hydraulic pressing means.

【0017】そして、支持台3は、海底基礎25上に立
設された多数の支持台ユニット3aを組み合わせて構成
されるので、一体構造の場合と比べて支持台3の構築が
容易になる。また、支持台ユニット3aの相互間に昇降
装置5が架設されるため、支持台ユニット3a相互の組
み合わせが強固に行なわれ、支持台3の強度も増すよう
になる。
Since the support base 3 is constructed by combining a large number of support base units 3a standing on the seabed foundation 25, the support base 3 can be easily constructed as compared with the case of the integral structure. Further, since the lifting device 5 is installed between the support base units 3a, the support base units 3a are firmly combined with each other, and the strength of the support base 3 is also increased.

【0018】図5〜10は、本実施形態の浮函体進水設
備を用いて、岸壁35上における浮函体鋼殻部1′を進
水させ、同鋼殻部1′に艤装岸壁36でコンクリート打
設を行なって沈埋箱としての浮函体1を完成してから、
現地海底38へ設置するまでの工程を、順次経過を追っ
て示している。
5 to 10 show that the floating shell launching equipment of this embodiment is used to launch the floating shell steel shell portion 1'on the quay 35, and the steel shell portion 1'is equipped with the rigging quay wall 36. After completing concrete placement and completing the floating box 1 as a submerged box,
The process up to installation on the seabed 38 is shown in sequence.

【0019】すなわち、図5に示すように、まず陸上で
製作された浮函体鋼殻部1′は、図示しない駆動手段に
よりスキッドレール40上を岸壁35まで搬送される。
このとき、進水設備2の側では、昇降装置5が上昇作動
を行なうことにより、受枠4は海面Sよりも上方位置に
あって岸壁上のスキッドレール40と同レベルになって
おり、この状態で岸壁35側から送り込まれた浮函体鋼
殻部1′は、受枠4の縦梁4b上に受け取られる(図5
参照)。
That is, as shown in FIG. 5, first, the floating steel shell 1'made on land is conveyed to the quay 35 on the skid rail 40 by a driving means (not shown).
At this time, on the launch facility 2 side, the lifting device 5 performs the ascending operation, so that the receiving frame 4 is located above the sea surface S and at the same level as the skid rail 40 on the quay. The floating shell steel shell portion 1 ′ sent from the quay 35 side is received on the vertical beam 4 b of the receiving frame 4 (FIG. 5).
reference).

【0020】ついで、昇降装置5の下降作動により受枠
4を海面下まで下降させると、浮函体鋼殻部1′は着水
して海面Sに浮上した状態になる。そこで、図6に示す
ように、曳船45によって浮函体鋼殻部1′を進水設備
2から引き出す作業が行なわれる。
Then, when the receiving frame 4 is lowered below the sea surface by the descending operation of the elevating device 5, the floating shell steel shell 1'is in a state of landing and floating on the sea surface S. Therefore, as shown in FIG. 6, the tugboat 45 pulls out the floating steel shell 1 ′ from the launch facility 2.

【0021】そして、曳船45により、浮函体鋼殻部
1′を曳航して、図7に示すごとく艤装岸壁36に接岸
させてから、同鋼殻部1′の底部へのコンクリート打設
が行なわれ、これにより浮函体1が一応できあがる。
Then, the floating steel shell 1'is towed by the tugboat 45, and as shown in FIG. 7, it is brought into contact with the outfitting quay 36, and then concrete placing is performed on the bottom of the steel shell 1 '. Then, the floating body 1 is completed.

【0022】さらに図8に示すように、曳船45により
浮函体1を曳航して、図9に示すごとく、現地岸壁37
への浮函体1の接岸が行なわれ、ここで浮函体1の側壁
や、その他の未完成部分にコンクリート打設が行なわれ
る。このようにして完成した浮函体1は、図10に示す
ように、現地海底38へ設置される。
Further, as shown in FIG. 8, the floating box 1 is towed by a tugboat 45, and as shown in FIG.
The berthing of the floating body 1 is carried out on the side wall of the floating body 1 and other unfinished parts. The floating body 1 thus completed is installed on the on-site seabed 38 as shown in FIG.

【0023】[0023]

【発明の効果】以上詳述したように、本発明の浮函体進
水設備によれば次のような効果が得られる。 (1) 岸壁上の浮函体が、岸壁に隣接した左右の支持台相
互間の浮函体支持用空間における受枠上へ摺動手段によ
り移されるため、クレーン船を不要とし、同受枠上へ移
された浮函体は昇降装置により受枠と共に海面上へ降下
して、安全に進水することができる。 (2) 上記支持台が、海底基礎上に立設された多数の支持
台ユニットを組み合わせて構成されると、一体構造の場
合と比べて支持台の構築が容易になる。 (3) 上記支持台ユニットの相互間に上記昇降装置が架設
されると、これに伴い支持台ユニット相互の組み合わせ
が強固に行なわれ、上記支持台の強度も増すようにな
る。 (4) 上記摺動手段が、上記岸壁上に敷設されたスキッド
レールと、上記受枠に設けられた上部梁部材とで構成さ
れると、上記浮函体は岸壁上のスキッドレールに載置さ
れた状態から、ウインチによる牽引手段あるいは油圧式
押圧手段などで、上記受枠の構成部材としての梁部材上
へ安全に移されるようになる。
As described above in detail, according to the floating body launching equipment of the present invention, the following effects can be obtained. (1) Since the floating body on the quay is moved by sliding means to the receiving frame in the space for supporting the floating body between the left and right support bases adjacent to the quay, a crane ship is not required and The transferred floating box can be safely launched by descending to the sea surface together with the receiving frame by the lifting device. (2) When the support base is configured by combining a large number of support base units erected on the seabed foundation, the support base can be constructed more easily than in the case of an integral structure. (3) When the elevating device is installed between the support base units, the support base units are firmly combined with each other, and the strength of the support base is also increased. (4) When the sliding means is composed of a skid rail laid on the quay and an upper beam member provided on the receiving frame, the floating body is placed on the skid rail on the quay. From this state, it can be safely transferred onto the beam member as the constituent member of the receiving frame by the pulling means by the winch or the hydraulic pressing means.

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

【図1】本発明の一実施形態としての浮函体進水設備を
示す斜視図である。
FIG. 1 is a perspective view showing a floating body launching facility as an embodiment of the present invention.

【図2】図1のA部を拡大して示す要部斜視図である。FIG. 2 is a perspective view of an essential part showing an enlarged part A of FIG.

【図3】図1の設備における受枠の平面図である。FIG. 3 is a plan view of a receiving frame in the equipment of FIG.

【図4】図1の設備における受枠に搭載された浮函体の
進水状態を示す要部正面図である。
FIG. 4 is a front view of relevant parts showing a launching state of a floating body mounted on a receiving frame in the equipment of FIG.

【図5】〜[Figure 5]

【図10】いずれも図1の設備による浮函体の進水から
現地海底における浮函体の設置までの経過を順次示す説
明図である。
FIG. 10 is an explanatory diagram sequentially showing the process from launching of the floating body by the equipment of FIG. 1 to installation of the floating body on the local seabed.

【図11】〜FIG. 11

【図14】いずれも従来の浮函体の鋼殻部組立てから進
水までの経過を順次示す説明図である。
FIG. 14 is an explanatory view sequentially showing the process from assembly of the steel shell portion of the conventional floating body to launching.

【符号の説明】[Explanation of symbols]

1 浮函体 1′ 浮函体鋼殻部 2 進水設備 3 支持台 3a 支持台ユニット 3b 間隙部 4 受枠 4a 横梁 4b 縦梁(上部梁部材) 5 昇降装置 5a 昇降ロッド 6 支持板 25 海底基礎 30 クレーン船 35 岸壁 36 艤装岸壁 37 現地岸壁 38 現地海底 40 スキッドレール 45 曳船 M ミキサー車 S 海面 1 Floating Body 1'Floating Body Steel Shell 2 Launching Equipment 3 Supporting Stand 3a Supporting Stand Unit 3b Gap 4 Frame 4a Horizontal Beam 4b Vertical Beam (Upper Beam Member) 5 Lifting Device 5a Lifting Rod 6 Supporting Plate 25 Subsea Foundation 30 Crane Ship 35 Quay 36 Outfitting Quay 37 Local Quay 38 Local Seabed 40 Skid Rails 45 Tugboat M Mixer S Sea Level

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 岸壁に隣接して海底基礎上から海面上方
まで立設され相互間に浮函体支持用空間を形成するよう
に配置された左右の支持台と、これらの支持台にそれぞ
れ装着された昇降装置と、同昇降装置により上記浮函体
支持用空間で昇降駆動されるように設けられた受枠とを
そなえ、上記岸壁上から上記受枠上へ浮函体を摺動させ
て移すための摺動手段が設けられたことを特徴とする、
浮函体進水設備。
1. Right and left support bases that are erected from above the seabed foundation to above the sea surface adjacent to the quay and arranged so as to form a space for supporting a floating body between them, and are mounted on these support bases, respectively. And a receiving frame provided to be driven up and down in the space for supporting the floating body by the lifting device, in order to slide the floating body from the quay to the receiving frame. Is provided with a sliding means of
Floating box launch equipment.
【請求項2】 請求項1に記載の浮函体進水設備におい
て、上記支持台が上記海底基礎上に立設された多数の支
持台ユニットを組み合わせて構成されていることを特徴
とする、浮函体進水設備。
2. The floating box launching facility according to claim 1, wherein the support base is configured by combining a number of support base units erected on the seabed foundation. Floating box launch equipment.
【請求項3】 請求項2に記載の浮函体進水設備におい
て、上記支持台ユニットの相互間に上記昇降装置が架設
されたことを特徴とする、浮函体進水設備。
3. The floating body launching facility according to claim 2, wherein the elevating device is installed between the support base units.
【請求項4】 請求項1〜3のいずれか1つに記載の浮
函体進水設備において、上記摺動手段が、上記岸壁上に
敷設されたスキッドレールと、上記受枠に設けられた上
部梁部材とで構成されていることを特徴とする、浮函体
進水設備。
4. The floating body launching facility according to claim 1, wherein the sliding means includes a skid rail laid on the quay and an upper portion provided on the receiving frame. A floating body launching facility, comprising a beam member.
JP12215596A 1996-04-19 1996-04-19 Floating body launch equipment Expired - Fee Related JP3268199B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12215596A JP3268199B2 (en) 1996-04-19 1996-04-19 Floating body launch equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12215596A JP3268199B2 (en) 1996-04-19 1996-04-19 Floating body launch equipment

Publications (2)

Publication Number Publication Date
JPH09287148A true JPH09287148A (en) 1997-11-04
JP3268199B2 JP3268199B2 (en) 2002-03-25

Family

ID=14828969

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12215596A Expired - Fee Related JP3268199B2 (en) 1996-04-19 1996-04-19 Floating body launch equipment

Country Status (1)

Country Link
JP (1) JP3268199B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106284389A (en) * 2016-09-24 2017-01-04 中交第航务工程局有限公司 A kind of caisson goes out to transport pusher automatic reset device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106284389A (en) * 2016-09-24 2017-01-04 中交第航务工程局有限公司 A kind of caisson goes out to transport pusher automatic reset device
CN106284389B (en) * 2016-09-24 2018-07-06 中交第一航务工程局有限公司 A kind of caisson goes out to transport pusher automatic reset device

Also Published As

Publication number Publication date
JP3268199B2 (en) 2002-03-25

Similar Documents

Publication Publication Date Title
EP1021624B1 (en) Method and apparatus for the offshore installation of multi-ton packages such as deck packages and jackets
EP0815328B1 (en) Method and apparatus for installing prefabricated deck packages on offshore jacket foundations
US2997852A (en) Apparatus and method for reecting a supporting structure over a body of water
US4648751A (en) Method and apparatus for erecting offshore platforms
US6318931B1 (en) Method and apparatus for the offshore installation of multi-ton packages such as deck packages and jackets
US6364574B1 (en) Method and apparatus for the offshore installation of multi-ton packages such as deck packages and jackets
NO170772B (en) PROCEDURE FOR APPLYING AN UPPER CONSTRUCTION TO THE OFFSHORE PLATFORM ON STANDING LEG, AND EQUIPMENT TO USE FOR EXECUTION OF THE PROCEDURE
NO771673L (en) FIXED OFFSHORE PLATFORM AND PROCEDURE FOR SETTING UP THE SAME
JPH0144557B2 (en)
US2942425A (en) Mobile dry dock method and apparatus
GB1578385A (en) Apparatus for launching battered leg jackets for offshore platforms
KR20100087094A (en) Method for installing a drilling apparatus on a rig and for preparing drilling operations
CN104973210B (en) Artificial structure's facility construction technology waterborne
JPH09287148A (en) Launching equipment for floating caisson
JP2606799B2 (en) Installation method of marine platform
JP2541897B2 (en) Installation method of shallow water bowling turret and its turret device
RU2634143C1 (en) Marine ice-strengthened platform
JPS5819113Y2 (en) floating trolley
EP1005592B1 (en) Method and apparatus for the offshore installation of multi-ton packages such as deck packages and jackets
GB2303337A (en) Offshore operations vessel
JPS606421B2 (en) Construction equipment such as caissons
SU1068333A1 (en) Method of constructing and launching a semisubmersible floating offshore drilling rig
RU2476346C1 (en) Method of unit building of ship with plug-in freight tanks
SU1131759A1 (en) Method for building and launching self-lifting floating drilling platform
JPH01310094A (en) Sinking method

Legal Events

Date Code Title Description
A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20010711

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20011212

LAPS Cancellation because of no payment of annual fees