JP3268199B2 - Floating body launch equipment - Google Patents

Floating body launch equipment

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Publication number
JP3268199B2
JP3268199B2 JP12215596A JP12215596A JP3268199B2 JP 3268199 B2 JP3268199 B2 JP 3268199B2 JP 12215596 A JP12215596 A JP 12215596A JP 12215596 A JP12215596 A JP 12215596A JP 3268199 B2 JP3268199 B2 JP 3268199B2
Authority
JP
Japan
Prior art keywords
floating body
support
quay
receiving frame
units
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
JP12215596A
Other languages
Japanese (ja)
Other versions
JPH09287148A (en
Inventor
一禎 木原
優 吉田
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

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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 a facility for launching a floating body (including a floating body steel shell) from a 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に示すごとくコンクリートポンプ車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 In general, a floating body used for offshore construction is constructed in the following procedure. That is, as shown in FIG. 11, after assembling the steel shell 1 ', FIG.
As shown in FIG. 2, concrete is poured by a concrete pump truck M or the like, and a floating body 1 having a hybrid structure made of a steel plate and concrete as shown in FIG. 13 is constructed. Then, as shown in FIG. 13, the floating body 1 is slid by the skid rail 40 and moved to the quay 35 as shown in FIG. 14, and then the crane ship 30 launches the sea surface S. I have.

【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, the floating means for launching a floating body as described above is used to lift a heavy floating body mounted on a quay with a crane ship and then launch it on the sea surface. In addition, a large amount of preparation work is required, a large work space is required, work time is lengthened, there is a problem in safety, and there are problems such as a high crane ship rental fee. The present invention overcomes the above-mentioned problems and provides equipment capable of efficiently and safely launching a floating body (including the case of a floating body steel shell) at low cost. That is the task.

【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
けられた浮函体支持用受枠とをそなえ、上記支持台が上
記海底基礎上に相互に間隔をあけて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、上記支持台ユ
ニットの相互間に支持板を介し上記昇降装置が架設され
ることにより、隣接する上記支持台ユニットの上端部ど
うしが強固に結合されており、隣り合う上記支持台ユニ
ットの相互間の間隙部に上記昇降装置の昇降ロッドが垂
下されて、同昇降ロッドの下端部に上記浮函体支持用受
枠が支持されていることを特徴としている。
SUMMARY OF THE INVENTION In order to solve the above-mentioned problems, a floating body launching apparatus of the present invention is provided upright from a seabed foundation to an upper sea surface adjacent to a quay wall, and a floating body support is provided therebetween. Left and right support bases arranged to form a space for use, elevating devices mounted on these support bases, respectively, and provided so as to be driven up and down in the floating body support space by the elevating devices. With a floating frame support receiving frame, the support base is constituted by combining a large number of support base units erected at intervals on the submarine foundation, and supported between the support base units. When the elevating device is erected via the plate, the upper ends of the adjacent support units are firmly connected to each other, and the adjacent support units are
The lifting rod of the lifting device is suspended in the gap between the
The lifting support rod is lowered to the lower end of the lifting rod.
It is characterized in that the frame is supported .

【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。
[0006] In the floating body launching equipment of the present invention described above, the floating body on the quay is moved by sliding means onto the receiving frame in the floating body supporting space between the left and right supports adjacent to the quay. This eliminates the need for a crane ship and allows the floating body transferred onto the receiving frame to descend onto the sea surface together with the receiving frame by the elevating device to safely launch the water.

【0007】そして、上記支持台は、岸壁に隣接して
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
せて構成されるので岸壁と一体構造の場合と比べて支
持台の構築が容易になり、建造コストも低下する。
[0007] Since the support base is constructed by combining a large number of support base units erected on the seabed foundation adjacent to the quay, the support base is compared with a case where the quay is integral with the quay. easier it is to build a support base, you decrease also construction cost.

【0008】また、上記支持台ユニットの相互間に、上
記昇降装置が支持板を介し架設されるので、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, since the elevating device is erected between the support base units via a support plate, the combination of the support base units is firmly performed and the strength of the support base is increased. become.

【0009】[0009]

【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。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing a floating body launching apparatus according to an embodiment of the present invention.
2 is an enlarged perspective view of a part A of FIG. 1, FIG. 3 is a plan view of a receiving frame of the equipment of FIG. 1, and FIG. 4 is a floating view mounted on the receiving frame of the equipment of FIG. It is a principal part front view which shows the launching state of a box, FIGS. 5-10 are explanatory drawings which show the process from the launch of the floating body by the installation of FIG. It is.

【0010】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, right and left support bases 3, 3 as a main body in the launching facility 2 for the floating body 1 are adjacent to the quay wall 35 from above the seabed foundation 25. And a support frame 4 formed in the space for supporting the floating body formed between the support bases 3 and 3.
Is provided so as to be able to move up and down by a lifting device 5.

【0011】各支持台3は、岸壁35に隣接して海底基
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 3 is constructed by combining a number of reinforced concrete support units 3a erected on the seabed foundation 25 adjacent to the quay 35, and the elevating device 5 is connected to the support units 3a. It is erected with a support plate 6 interposed therebetween.

【0012】このように昇降装置5が支持板6を介し架
設されることにより、隣接する支持台ユニット3a,3
a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。
The elevating device 5 is erected through the support plate 6 in this manner, so that the adjacent support base units 3a, 3
The upper ends of the a are firmly connected to each other, the elevating rod 5a of the elevating device 5 is suspended from the gap 3b between the two units, and the cross beam 4a of the receiving frame 4 is connected to the lower end of the rod 5a. .

【0013】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,
A plurality of cross beams 4a and a plurality of vertical beams 4b assembled to the cross beams 4a from above and directed to the quay 35, and the vertical beams 4b as upper beam members are mounted on the receiving frame 4 by a sliding method. (Or the floating shell body 1 ') as a skid rail.

【0014】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 slidably moving the floating body 1 toward the receiving frame 4 is also provided on the upper surface of the quay wall 35.
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.

【0015】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 mounted on the left and right support bases 3, 3 adjacent to the quay 35. The floating body 1 moved onto the receiving frame 4 in the body supporting space is moved by the skid rail 40 and the vertical beam 4b as sliding means, eliminating the need for a crane ship. As shown in the drawing, the elevating device 5 descends on the sea surface together with the receiving frame 4 and can safely launch the water. The floating body 1 is driven by a winch traction means or a hydraulic pressing means.

【0016】そして、支持台3は、岸壁35に隣接して
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、岸壁35と一体構造の
場合と比べて支持台3の構築が容易になり、建造コスト
も低下する。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。
The support 3 is composed of a large number of support units 3a erected on the seabed 25 adjacent to the quay 35.
Since the constructed by combining, easier it is to build a support table 3 in comparison with the case of integral with the quay 35, construction cost
Also it declines. Further, since the elevating device 5 is installed between the support base units 3a, the combination of the support base units 3a is firmly performed, and the strength of the support base 3 is increased.

【0017】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
設を行なって沈埋函としての浮函体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。
FIGS. 5 to 10 show that the floating body steel shell 1 'on the quay 35 is launched using the floating body launching equipment of the present embodiment, and the outfitting quay 36 is attached to the steel shell 1'. After casting concrete to complete the floating body 1 as a submerged box,
The steps up to installation on the local seabed 38 are shown in order.

【0018】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 body steel shell 1 'manufactured on land is transported on the skid rail 40 to the quay 35 by driving means (not shown).
At this time, on the side of the launching facility 2, the lifting frame 5 performs the lifting operation, so that the receiving frame 4 is located above the sea surface S and is at the same level as the skid rail 40 on the quay. The floating body steel shell 1 'sent from the quay 35 side is received on the vertical beam 4b of the receiving frame 4 (FIG. 5).
reference).

【0019】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。
Next, when the receiving frame 4 is lowered below the sea level by the lowering operation of the lifting / lowering device 5, the floating body steel shell 1 'comes into contact with water and floats on the sea surface S. Therefore, as shown in FIG. 6, the work of pulling out the floating body steel shell 1 ′ from the launching facility 2 by the tugboat 45 is performed.

【0020】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 to make it berth to the outfitting quay 36 as shown in FIG. 7, and then concrete is poured into the bottom of the steel shell 1'. Then, the floating body 1 is completed.

【0021】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 body 1 is towed by the tugboat 45, and as shown in FIG.
The floating body 1 is brought to the shore, where concrete is cast on the side wall of the floating body 1 and other unfinished parts. The floating body 1 completed in this manner is installed on the local seabed 38 as shown in FIG.

【0022】[0022]

【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
り移すことができるので、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、岸壁に隣接して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の
で、岸壁と一体構造にした場合と比べて支持台の構築が
容易になり、建造コストも低下する。 (3) 上記支持台ユニットの相互間に上記昇降装置が支持
板を介し架設されるので、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。
As described above in detail, according to the floating body launching equipment of the present invention, the following effects can be obtained. (1) The floating body on the quay can be 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, eliminating the need for a crane ship. The floating body that has been moved upward is lowered by the lifting device onto the sea surface together with the receiving frame, and can be safely launched. (2) Since the above-mentioned support is constructed by combining a number of support units standing on the seabed foundation adjacent to the quay, it is easier to construct the support compared to the case where it is integrated with the quay. now, it decreases also construction cost. (3) Since the elevating device is installed between the support base units via the support plate, the combination of the support base units is firmly performed, and the strength of the support base is increased.

【図面の簡単な説明】[Brief description of the 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 one 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 an enlarged perspective view of a main part 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 facility of FIG. 1;

【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。
4 is a main part front view showing a launch state of a floating body mounted on a receiving frame in the facility of FIG.

【図5】〜FIG. 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。
10 is an explanatory diagram sequentially showing the progress from the launch of the floating body by the equipment of FIG. 1 to the installation of the floating body on the local sea floor.

【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 assembling the steel shell of a conventional floating body to launching water.

【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 コンクリートポンプ車 S 海面 DESCRIPTION OF SYMBOLS 1 Floating body 1 'Floating body steel shell part 2 Launching equipment 3 Support base 3a Support base unit 3b Gap part 4 Receiving frame 4a Cross beam 4b Vertical beam (upper beam member) 5 Elevating device 5a Elevating rod 6 Support plate 25 Submarine foundation 30 Crane ship 35 Quay 36 Outfitting quay 37 Local quay 38 Local submarine 40 Skid rail 45 Tugboat M Concrete pump truck S Sea level

フロントページの続き (56)参考文献 実開 平6−1442(JP,U) (58)調査した分野(Int.Cl.7,DB名) E02D 23/02 Continuation of the front page (56) References Hikaru 6-1442 (JP, U) (58) Fields investigated (Int. Cl. 7 , DB name) E02D 23/02

Claims (1)

(57)【特許請求の範囲】(57) [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浮函体支
持用受枠とをそなえ、上記支持台が上記海底基礎上に相
互に間隔をあけて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、上記支持台ユニットの相互間に
支持板を介し上記昇降装置が架設されることにより、隣
接する上記支持台ユニットの上端部どうしが強固に結合
されており、隣り合う上記支持台ユニットの相互間の間
隙部に上記昇降装置の昇降ロッドが垂下されて、同昇降
ロッドの下端部に上記浮函体支持用受枠が支持されて
ることを特徴とする、浮函体進水設備。
1. Right and left support stands which are erected from a seabed foundation to an upper sea level adjacent to a quay wall and are arranged so as to form a space for supporting a floating body therebetween, and are respectively mounted on these support stands. And a lifting frame supporting receiving frame provided so as to be driven up and down in the floating body supporting space by the lifting device, and the support stand is spaced apart from each other on the seabed foundation. It is configured by combining a large number of support stand units that are erected in an open state, and the elevating device is erected through a support plate between the support stand units, whereby upper ends of the adjacent support stand units are connected to each other. Are firmly connected to each other between the adjacent support units.
The lifting rod of the lifting device is suspended in the gap,
A floating body launching facility, wherein the floating body supporting receiving frame is supported at a lower end of a rod .
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 JPH09287148A (en) 1997-11-04
JP3268199B2 true 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

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Country Link
JP (1) JP3268199B2 (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
JP7444909B2 (en) * 2022-01-31 2024-03-06 太平電業株式会社 Caisson and floating structure floats

Also Published As

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