JPH0220768B2 - - Google Patents

Info

Publication number
JPH0220768B2
JPH0220768B2 JP58193063A JP19306383A JPH0220768B2 JP H0220768 B2 JPH0220768 B2 JP H0220768B2 JP 58193063 A JP58193063 A JP 58193063A JP 19306383 A JP19306383 A JP 19306383A JP H0220768 B2 JPH0220768 B2 JP H0220768B2
Authority
JP
Japan
Prior art keywords
column
deck
buoyancy
pedestal
seabed
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 - Lifetime
Application number
JP58193063A
Other languages
Japanese (ja)
Other versions
JPS6085112A (en
Inventor
Kyonori Kikutake
Kyohide Terai
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP19306383A priority Critical patent/JPS6085112A/en
Publication of JPS6085112A publication Critical patent/JPS6085112A/en
Publication of JPH0220768B2 publication Critical patent/JPH0220768B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B17/00Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/02Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)

Description

【発明の詳細な説明】 本発明は海面或いは湖面上に構成する人工構造
物に係るもので、多数並設することで海上人工都
市、或いは海上空港や海洋油田のプラツトホーム
等として多目的に利用できる海洋構造物を提供す
るものである。
[Detailed Description of the Invention] The present invention relates to an artificial structure constructed on the surface of the sea or a lake, which can be used for multiple purposes such as an artificial sea city, a sea airport, or a platform for an offshore oil field by arranging a large number of structures in parallel. It provides a structure.

従来から海洋構造物には種々の提案があり、例
えば海洋構造物を水面に浮かべて海底に埋設した
複数のアンカー部材にチエーン又はケーブル等の
適当な係留手段を連結することによつて浮遊させ
た構造物を定位置に係留していた。このため大規
模な構造物にあつてはアンカー部材を数多く埋設
する必要があり、また水深が深い海域ではアンカ
ー部材や係留手段も大規模なものを必要とした。
また構造物が完全に浮いているために波や潮流の
変化等の影響を受けて構造物が揺れ、居住空間と
しての利用には不適当であつた。
There have been various proposals for marine structures, for example, floating the marine structure on the water surface by connecting appropriate mooring means such as chains or cables to multiple anchor members buried in the seabed. The structure was moored in place. For this reason, in the case of large-scale structures, it is necessary to bury many anchor members, and in deep sea areas, large-scale anchor members and mooring means are also required.
In addition, since the structure was completely floating, it swayed under the influence of changes in waves and tidal currents, making it unsuitable for use as a living space.

そこで、本発明はデツキ部に、浮力タンク室を
有する柱脚を中空状の支柱を介して上下動可能に
複数本取り付け、浮力タンク室内の水量を制御し
て柱脚の浮力を調整すると共に、柱脚の上下位置
をデツキ部において調整する位置調整装置を上記
支柱内に設け、柱脚の下端を海底に軟着底させて
デツキ部を水平に保持するようにしたものであ
る。
Therefore, in the present invention, a plurality of column bases each having a buoyancy tank chamber are attached to the deck part so as to be movable up and down via a hollow column, and the buoyancy of the column base is adjusted by controlling the amount of water in the buoyancy tank chamber. A position adjustment device for adjusting the vertical position of the column pedestal in the deck part is provided in the column, and the lower end of the column pedestal is brought into soft contact with the seabed to hold the deck part horizontally.

以下、図示した実施例について詳述すると、海
洋構造物1は住居等の構造物を構築可能なデツキ
部2と、デツキ部2から延びる複数本の柱脚3…
とから成る。
Hereinafter, the illustrated embodiment will be described in detail. The marine structure 1 includes a deck part 2 on which a structure such as a house can be built, and a plurality of column bases 3 extending from the deck part 2.
It consists of

デツキ部2はコンクリートやスチールから成る
プレートを上下方向に各々適宜な間隔をあけて設
け多層構造にしたもので、第1図及び第2図に示
す実施例によれば、4層のデツキ4a,4b,4
b,4dを有し、最下層の第1デツキ4aには物
流システム、廃棄物のリサイクルシステム、エネ
ルギー及び水の供給システム等が設備される。第
2デツキ部4bには実験、研究施設や工場等を建
てて工業用地域として用いる。第3デツキ4cに
は交通道路及びその制御システムを設備する。最
上層の第4デツキ4dには居住や商店、学校や病
院等の公共施設を建て、居住、文教、行政、医
療、レジヤー等或いは航空機発着場等の用途に用
いる。各デツキ4a…は柱脚3を挿通した中空状
の支柱5…のフランジ部に固定され水平に保持さ
れると共に、各デツキ4a…間にはチエーンやワ
イヤー等のハンギング6…により吊下されてい
る。各デツキ4a…の間の間隔としては、第1デ
ツキ4aと第2デツキ4bとの間が約20m程度、
第2デツキ4bと第3デツキ4cとの間が約20m
程度、第3デツキ部4cと第4デツキ4dとの間
が約10m程度である。そして、各デツキ4a…間
には例えば柱脚3にエレベータやエスカレータを
設けて相互に連絡が可能である。尚、各デツキ4
a…は上記した実施例に限定されることなく他の
環境設備等を設けてもよいし、デツキ4を単層構
造にしたり、4層以外の複数層にしたり、傾斜面
としてもよい。
The deck part 2 has a multi-layer structure in which plates made of concrete or steel are arranged vertically at appropriate intervals, and according to the embodiment shown in FIGS. 1 and 2, the deck part 2 has four layers, a 4b, 4
The first deck 4a at the lowest level is equipped with a distribution system, a waste recycling system, an energy and water supply system, etc. The second deck part 4b is used as an industrial area by building an experiment, research facility, factory, etc. The third deck 4c is equipped with a traffic road and its control system. The fourth deck 4d on the top floor will be used for housing, shops, schools, hospitals, and other public facilities, and will be used for residential, educational, administrative, medical, leisure purposes, and as an aircraft landing pad. Each deck 4a... is fixed to the flange of a hollow support 5... inserted through the column base 3 and held horizontally, and suspended by a hanging 6 such as a chain or wire between each deck 4a... There is. The distance between each deck 4a is approximately 20 m between the first deck 4a and the second deck 4b.
The distance between the second deck 4b and the third deck 4c is approximately 20m.
The distance between the third deck portion 4c and the fourth deck 4d is approximately 10 m. For example, an elevator or escalator may be provided on the column base 3 between the decks 4a, so that they can communicate with each other. In addition, each deck 4
a... may be provided with other environmental facilities without being limited to the above embodiments, or the deck 4 may have a single-layer structure, a plurality of layers other than four layers, or an inclined surface.

前記した柱脚3はコンクリートやスチール製の
筒状断面を有する内柱7と、上記内柱7の下側部
分を包囲して内柱7より径大なコンクリートやス
チール製の筒状断面を有する外柱8とから成る。
The column base 3 has an inner column 7 having a cylindrical cross section made of concrete or steel, and a cylindrical cross section made of concrete or steel that surrounds the lower part of the inner column 7 and has a larger diameter than the inner column 7. It consists of an outer pillar 8.

内柱7の上部は中空状の筒状断面を有する支柱
5に遊挿され、下側は外柱8の中空部に嵌入され
ている。外柱8は上端部が内柱7に向つてテーパ
ー状に細くなつて内柱7の外周に密着されてお
り、下端部には外柱8より径大なコンクリート等
の厚肉な着底部9を設けている。従つて、柱脚3
は海面付近に断面積の小さい内柱7が位置し、波
の抵抗や干満の影響を減少できるばかりではな
く、柱脚3の重心を低く設定でき、更に外柱8の
下端部に着底部9を備えているので柱脚3の重心
をより低く設定できる。また、着底部9が外柱8
に比べ径大であるので、柱脚3の接地面積が大き
くなり、柱脚3の海底への沈み込みを防止でき
る。
The upper part of the inner column 7 is loosely inserted into the column 5 having a hollow cylindrical cross section, and the lower side is fitted into the hollow part of the outer column 8. The upper end of the outer column 8 tapers toward the inner column 7 and is in close contact with the outer periphery of the inner column 7, and the lower end has a thick bottom part 9 made of concrete or the like having a diameter larger than that of the outer column 8. has been established. Therefore, column base 3
The inner column 7 with a small cross-sectional area is located near the sea surface, which not only reduces wave resistance and the influence of tides, but also allows the center of gravity of the column base 3 to be set low. , the center of gravity of the column base 3 can be set lower. In addition, the bottom part 9 is connected to the outer pillar 8.
Since the diameter is larger than that of the column base 3, the ground contact area of the column base 3 becomes large, and it is possible to prevent the column base 3 from sinking into the seabed.

外柱8の内部には浮力タンク室10が形成され
る。この浮力タンク室10には外柱8の外部から
浮力タンク室10内に水を供給する注水ポンプ
(図示せず)と、浮力タンク室10内に注水され
た水を外柱8の外部に排出する排出ポンプ(図示
せず)とを設けて、浮力タンク室10内の水量を
調整可能とする。
A buoyancy tank chamber 10 is formed inside the outer column 8. This buoyancy tank chamber 10 includes a water injection pump (not shown) that supplies water into the buoyancy tank chamber 10 from outside the outer column 8, and a water injection pump (not shown) that discharges water injected into the buoyancy tank chamber 10 to the outside of the outer column 8. A discharge pump (not shown) is provided to adjust the amount of water in the buoyancy tank chamber 10.

また、隣接する各柱脚3…は外柱8の外周面に
おいて複数の連結部材11により相互に上下方向
に移動可能に連結されている。連結部材11は、
長尺な棒材11aと、外柱8を上下方向に移動可
能に取着する例えば環状のジヨイント部材11b
とから成り、該ジヨイント部材11bを各柱脚3
…の長さの途中に嵌め付ける。
Further, each adjacent column pedestal 3 is connected to the outer circumferential surface of the outer column 8 by a plurality of connecting members 11 so as to be movable in the vertical direction. The connecting member 11 is
For example, an annular joint member 11b that attaches the long bar 11a and the outer column 8 so as to be movable in the vertical direction.
The joint member 11b is connected to each column base 3.
...Insert it in the middle of the length.

前記した支柱5内には柱脚3の上下位置を調整
する位置調整装置12を設ける。この位置調整装
置12は例えば柱脚3の内柱7の外周面の一部に
等間隔で縦方向のラツク12aを固定すると共
に、ウオーム12aと歯車12cとを設けた回転
軸12dを各デツキ間に軸支し、上記ウオーム1
2bと上記ラツク12aとを互いに噛合させ、歯
車12cとモータ等の駆動源12fとを他の歯車
12eを介して連結する。従つて、駆動源12f
を正逆回転させることにより柱脚3を上下動させ
て、内柱7の支柱5に対する上下位置を、換言す
ると柱脚3のデツキ部2に対する上下位置を調整
することができる。尚、この位置調整装置12は
各柱脚3…ごとに各々独立して設けられており、
着底制御装置(図示せず)により、各柱脚3…の
上下位置を各々独立して制御可能としている。
A position adjustment device 12 for adjusting the vertical position of the column base 3 is provided inside the column 5 described above. This position adjustment device 12 has vertical racks 12a fixed at equal intervals to a part of the outer peripheral surface of the inner column 7 of the column base 3, and a rotating shaft 12d provided with a worm 12a and a gear 12c between each deck. The above worm 1
2b and the rack 12a are engaged with each other, and the gear 12c and a drive source 12f such as a motor are connected via another gear 12e. Therefore, the driving source 12f
By rotating forward and backward, the column base 3 can be moved up and down, and the vertical position of the inner column 7 relative to the column 5, or in other words, the vertical position of the column base 3 relative to the deck portion 2 can be adjusted. Incidentally, this position adjustment device 12 is provided independently for each column base 3.
A bottom landing control device (not shown) allows the vertical position of each column pedestal 3 to be independently controlled.

上記着底制御装置は、例えば第1デツキ4aに
設置されており、各柱脚3の着底部9の下面に個
別に設けた圧力センサー13…に接続されてい
る。上記着底制御装置は、上記圧力センサー13
により各柱脚3に作用する浮力と重力の差を電気
的に検出する。そして、各圧力センサー13から
送られてきた信号と予め設定されたバランス信号
とを上記着底制御装置で絶えず比較監視し、バラ
ンス信号からずれた時に所望の柱脚3の浮力タン
ク室10の浮力を調整する。この浮力の調整は、
浮力タンク室10に設けた注水・排水ポンプを電
気的に制御して、浮力タンク室10内の水量を調
整して行なう。そして、各柱脚3にかかる全重力
と各柱脚3の全浮力とのバランスをとり、全重力
が全浮力より僅かに大きくなるように制御して、
構造物1が波や潮流の変化で移動しない程度に柱
脚3の着底部9が海底に軟着底するように制御し
ている。
The bottom landing control device is installed, for example, on the first deck 4a, and is connected to pressure sensors 13 individually provided on the lower surface of the bottom landing portion 9 of each column pedestal 3. The bottom landing control device includes the pressure sensor 13
The difference between buoyancy and gravity acting on each column pedestal 3 is electrically detected. The signal sent from each pressure sensor 13 and a preset balance signal are constantly compared and monitored by the bottom landing control device, and when the buoyancy signal deviates from the balance signal, the buoyancy of the buoyancy tank chamber 10 of the desired column base 3 is adjusted. Adjust. This buoyancy adjustment is
The amount of water in the buoyancy tank chamber 10 is adjusted by electrically controlling the water injection/drainage pump provided in the buoyancy tank chamber 10. Then, the total gravity applied to each column pedestal 3 and the total buoyancy of each column pedestal 3 are balanced, and the total gravity is controlled to be slightly larger than the total buoyancy,
The bottom part 9 of the column pedestal 3 is controlled to touch the bottom of the sea floor softly to the extent that the structure 1 does not move due to changes in waves or tidal currents.

また、海底に凹凸があつたり、地質の変化によ
りデツキ部2の水平バランスを保持できないよう
な場合には、例えばデツキ部2に水平バランサー
を取り付けておき、水平バランサーを着底制御装
置に接続し、所望の柱脚3の上下位置を前記した
位置調整装置12を作動させることにより個別に
調整して、デツキ部2を常に水平に保つて最適な
居住空間の提供を可能にする。
In addition, if the horizontal balance of the deck section 2 cannot be maintained due to unevenness on the seabed or changes in the geology, for example, a horizontal balancer may be attached to the deck section 2 and the horizontal balancer may be connected to the bottom landing control device. By operating the above-mentioned position adjustment device 12, the desired vertical position of the column base 3 is individually adjusted, and the deck portion 2 is always maintained horizontally, thereby making it possible to provide an optimal living space.

このように構成した構造物1を海上に設置する
には、デツキ部2及び柱脚3の一部を予め所定の
ドツク等でその一部又は全部を組立ておき、柱脚
3の全浮力を全重量より大きくして柱脚3に生じ
る浮力でデツキ部2を水面に浮かべる。そして、
所定の海洋位置まで船等で曵航して、その後柱脚
3の全浮力を全重量より徐々に小さくして柱脚3
を沈め、着底部9が海底に着底すると圧力センサ
ー13が作動すると共に、着底制御装置及び位置
調整装置12により柱脚3の上下位置を調整して
デツキ部2の水平をとり、デツキ部2を水平に保
持するのである。そして、必要ならば海底に補助
のアンカー14を打込みアンカー14と柱脚3と
をチエーンやワイヤー等の補助の係留手段15に
より連結し、構造物1の流動を防止する。
In order to install the structure 1 configured in this way on the sea, a part or all of the deck part 2 and the column base 3 are assembled in advance using a predetermined dock, etc., so that the entire buoyancy of the column base 3 is fully absorbed. The deck part 2 is floated on the water surface by the buoyancy generated in the column base 3 which is made larger than the weight. and,
The column base 3 is towed by a ship or the like to a predetermined ocean position, and then the total buoyancy of the column base 3 is gradually made smaller than the total weight.
When the bottom landing section 9 reaches the bottom of the seabed, the pressure sensor 13 is activated, and the bottom landing control device and position adjustment device 12 adjust the vertical position of the column base 3 to keep the deck section 2 level. 2 is held horizontally. Then, if necessary, an auxiliary anchor 14 is driven into the seabed, and the anchor 14 and the column base 3 are connected by an auxiliary mooring means 15 such as a chain or wire to prevent the structure 1 from flowing.

尚、必要に応じて構造物1を複数個連結して大
規模な海上都市としてもよい。
Note that, if necessary, a plurality of structures 1 may be connected to form a large-scale maritime city.

また、構造物1を移動する場合には、補助の係
留手段15を外し、柱脚3の全浮力を全重量より
大きくして海底から浮上させ、船等で曵航すれば
よい。
In addition, when moving the structure 1, the auxiliary mooring means 15 may be removed, the total buoyancy of the column base 3 may be made larger than the total weight, the structure 1 may be floated off the seabed, and the structure 1 may be towed by a ship or the like.

以上の構造物によれば、次のような効果が得ら
れる。
According to the above structure, the following effects can be obtained.

(1) 各柱脚内に浮力タンク室を有しているので、
構造物に別個に浮力タンクを設ける必要がなく
構造が簡単である。また、各柱脚の浮力を増大
させて構造物を水面に浮かべて所定の海洋位置
まで曵航して設置できるので、構造物をドツク
等であらかじめ構築でき、かつ現地作業を容易
として省力化でき、短時間に施工できる有効な
海洋構造物を提供できる。
(1) Each column base has a buoyancy tank chamber, so
There is no need to provide a separate buoyancy tank in the structure, and the structure is simple. In addition, by increasing the buoyancy of each column pedestal, the structure can be floated on the water surface and towed to a predetermined ocean location for installation, making it possible to construct the structure in advance using docks, etc., and to facilitate on-site work and save labor. , it is possible to provide effective marine structures that can be constructed in a short time.

(2) 柱脚を海底に軟着底させているので、柱脚に
かかる加重を軽減でき、そのため柱脚の剛性を
低く設計でき、構造物の工費を低減できる。
(2) Since the column bases are soft-contacted to the seabed, the load on the column bases can be reduced, which allows the column bases to be designed with low rigidity, reducing the construction cost of the structure.

(3) 各柱脚の上下位置を各柱脚に夫々設けた位置
調整装置により各々独立して調整できるので、
海底に凹凸があつても何ら支障がなく、構造物
の設置場所の範囲が広がり、設置海域を選ぶこ
とがない。しかも、海底で行う整地作業等の基
礎工事を軽減できる。また、デツキ部を常に水
平に安定して維持できるので、極めて快適な居
住空間を提供できる。
(3) The vertical position of each column pedestal can be adjusted independently using the position adjustment device provided on each column pedestal.
Even if the seabed is uneven, there is no problem, the range of locations where structures can be installed is expanded, and there is no need to choose the sea area where they can be installed. Furthermore, foundation work such as land leveling work to be performed on the seabed can be reduced. Additionally, since the deck can always be maintained horizontally and stably, an extremely comfortable living space can be provided.

(4) 構造物が完全に浮遊状態にないので、設置
後、波や潮流の変化等の影響により構造物が揺
れることがないばかりでなく、係留手段も補助
的な極めて簡単なもので足りる。また、係留手
段の繁雑な調整作業も不要であり、構造物の工
費を著しく低減できる。
(4) Since the structure is not completely floating, the structure will not sway due to changes in waves or tidal currents after installation, and only a very simple auxiliary mooring means is sufficient. Further, there is no need for complicated adjustment work of the mooring means, and the construction cost of the structure can be significantly reduced.

(5) 各柱脚を内柱と、この内柱より径大な外柱と
で構成し、外柱の下端には外柱より径大な着底
部を設けているので、柱脚の重心を低く設定で
きると共に、接地面積が大きくなり、しかも海
面付近の断面積が小さいので波や潮流の影響が
少なくなり、柱脚が安定し、結局デツキ部全体
が極めて安定な海洋構造物を提供できる。
(5) Each column pedestal is composed of an inner column and an outer column with a larger diameter than the inner column, and the bottom end of the outer column is provided with a bottom part that is larger in diameter than the outer column, so that the center of gravity of the column pedestal is It can be set low, the ground contact area is large, and the cross-sectional area near the sea surface is small, so the influence of waves and currents is reduced, the column base is stable, and the entire deck part can provide an extremely stable marine structure.

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

図面は本発明の一実施例を示し、第1図は一部
分の斜視図、第2図はその一部を欠截した側面
図、第3図は位置調整装置の縦断面図、第4図は
同上の横断面図である。 1は海洋構造物、2はデツキ部、3は柱脚、1
0は浮力タンク室、12は位置調整装置。
The drawings show one embodiment of the present invention; FIG. 1 is a partial perspective view, FIG. 2 is a partially cutaway side view, FIG. 3 is a vertical sectional view of the position adjustment device, and FIG. 4 is a partially cutaway side view. It is a cross-sectional view same as the above. 1 is an offshore structure, 2 is a deck part, 3 is a column base, 1
0 is the buoyancy tank chamber, 12 is the position adjustment device.

Claims (1)

【特許請求の範囲】[Claims] 1 上面に構造物を構築可能なデツキ部と、該デ
ツキ部から下方に延びて下端が海底に着底する複
数本の柱脚とを有する海洋構造物において、上記
柱脚を上方の内柱と、該内柱より径大で下方の外
柱とから構成すると共に、この柱脚の内部に独立
した浮力タンク室を形成し、上記外柱の下端には
圧力センサーを有して前記外柱より径大な着底部
を設け、上記デツキ部には上記柱脚を各々中空状
の支柱を介して上下動可能に複数本設けると共
に、隣接する各柱脚を連結部材で上下方向に移動
可能に連結し、かつ上記各支柱内には駆動源を有
する位置調整装置を夫々設け、上記圧力センサー
の出力に基づいて着底制御装置を作動させて注排
水することにより上記各浮力タンク室内の水量を
制御して各柱脚の浮力を各々独立に調整して上記
着底部を海底に軟着底させると共に、各位置調整
装置により各柱脚の上下位置を各々独立に調整し
てデツキ部の水面上で水平に保持するようにした
ことを特徴とする軟着底海洋構造物。
1. In a marine structure that has a deck part on which a structure can be built on the upper surface and a plurality of pillar pedestals that extend downward from the deck part and whose lower ends touch the bottom of the seabed, the pillar pedestals are connected to the upper inner pillar. , and an outer column that is larger in diameter and lower than the inner column, and an independent buoyancy tank chamber is formed inside the column base, and a pressure sensor is provided at the lower end of the outer column so that the outer column has a lower diameter than the inner column. A large-diameter bottom landing portion is provided, and the deck portion is provided with a plurality of the column pedestals, each of which is movable up and down via a hollow support, and each adjacent column pedestal is connected by a connecting member so as to be movable in the vertical direction. A position adjustment device having a driving source is provided in each of the above-mentioned pillars, and the amount of water in each of the above-mentioned buoyancy tanks is controlled by activating the bottom landing control device and injecting water based on the output of the pressure sensor. The buoyancy of each column pedestal is adjusted independently to bring the bottom landing section to the bottom of the seabed, and the vertical position of each column pedestal is independently adjusted by each position adjustment device so that the bottom landing section is placed on the water surface of the deck section. A soft-bottomed marine structure characterized by being held horizontally.
JP19306383A 1983-10-15 1983-10-15 Soft landing ocean structure Granted JPS6085112A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19306383A JPS6085112A (en) 1983-10-15 1983-10-15 Soft landing ocean structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19306383A JPS6085112A (en) 1983-10-15 1983-10-15 Soft landing ocean structure

Publications (2)

Publication Number Publication Date
JPS6085112A JPS6085112A (en) 1985-05-14
JPH0220768B2 true JPH0220768B2 (en) 1990-05-10

Family

ID=16301578

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19306383A Granted JPS6085112A (en) 1983-10-15 1983-10-15 Soft landing ocean structure

Country Status (1)

Country Link
JP (1) JPS6085112A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996025561A1 (en) * 1995-02-17 1996-08-22 Nikkensekkei Ltd. A soft settling structure and method for setting the same

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0774297B2 (en) * 1985-04-19 1995-08-09 鐘淵化学工業株式会社 Crosslinkable vinyl chloride resin composition
GB2186901B (en) * 1986-02-24 1990-05-02 British Gas Plc Offshore platforms
JP2573494B2 (en) * 1987-08-03 1997-01-22 清訓 菊竹 How to install the ground above the water surface
JPH0791865B2 (en) * 1987-09-29 1995-10-09 清訓 菊竹 Floating ground
CA2022316A1 (en) * 1989-07-31 1991-02-01 Wen-Hsuan Chang Aqueous compositions based on acid-functional acrylic silanol polymers
JP2588094B2 (en) * 1992-03-06 1997-03-05 源吾 松井 Soft-bottom type marine structure device
JPH07326772A (en) * 1995-05-25 1995-12-12 Rohm Co Ltd Discrete diode device
CN107489161B (en) * 2017-08-31 2019-10-29 中交公路规划设计院有限公司 Immersed tube connector basis post-grouting method

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6070213A (en) * 1983-09-27 1985-04-22 Kaiyo Toshi Kaihatsu Kk Regulating mechanism for landing of marine structure on bottom

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6070213A (en) * 1983-09-27 1985-04-22 Kaiyo Toshi Kaihatsu Kk Regulating mechanism for landing of marine structure on bottom

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1996025561A1 (en) * 1995-02-17 1996-08-22 Nikkensekkei Ltd. A soft settling structure and method for setting the same

Also Published As

Publication number Publication date
JPS6085112A (en) 1985-05-14

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