JPS6045496A - Surface floating structure - Google Patents
Surface floating structureInfo
- Publication number
- JPS6045496A JPS6045496A JP15341783A JP15341783A JPS6045496A JP S6045496 A JPS6045496 A JP S6045496A JP 15341783 A JP15341783 A JP 15341783A JP 15341783 A JP15341783 A JP 15341783A JP S6045496 A JPS6045496 A JP S6045496A
- Authority
- JP
- Japan
- Prior art keywords
- deck
- stanchion
- floating structure
- downward
- buoyant
- 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
Links
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 10
- 230000008878 coupling Effects 0.000 abstract 2
- 238000010168 coupling process Methods 0.000 abstract 2
- 238000005859 coupling reaction Methods 0.000 abstract 2
- 238000010276 construction Methods 0.000 abstract 1
- 230000000694 effects Effects 0.000 abstract 1
- 238000005553 drilling Methods 0.000 description 3
- 238000005452 bending Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000000576 supplementary effect Effects 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
- Revetment (AREA)
Abstract
Description
【発明の詳細な説明】 る。[Detailed description of the invention] Ru.
従来の水上浮揚構造物としては例えば、第1図に示す海
底油田掘削用の半潜水式海洋構造物がある。これは、甲
板部材01、浮力部材02、支柱部材03、斜プレース
04、水平プレース05とより構成されていて、その稼
動中は所定の吃水として海底6にアンカ7と係留索8に
より係留される。しかし、係留あるいは曳航中に流氷9
が押し寄せ衝突した場合、比較的剛性の小さい斜プレー
ス04!!たけ水平プレース05などが破損する恐れが
あった。An example of a conventional floating structure is a semi-submersible offshore structure for drilling undersea oil fields, as shown in FIG. This is composed of a deck member 01, a buoyancy member 02, a strut member 03, a diagonal place 04, and a horizontal place 05, and during its operation, it is moored to the seabed 6 with a predetermined water drop using an anchor 7 and a mooring line 8. . However, during mooring or towing, drift ice 9
In the event of a collision, diagonal place 04, which has relatively low rigidity! ! There was a risk that the Take-Horizontal Place 05 etc. would be damaged.
本発明は上記従来の事情にかんがみ、流氷、氷山、結氷
海域において稼動可能彦水上浮揚構造物を提案するもの
である。In view of the above-mentioned conventional circumstances, the present invention proposes a Hiko floating structure that can be operated on drift ice, icebergs, and frozen sea areas.
以下、本発明を第2図ないし第5図に示す1実施例に基
づき説明する。The present invention will be explained below based on one embodiment shown in FIGS. 2 to 5.
第2図および第3図において、1は甲板部材、2は甲板
部材1より下方の水中に位置する浮力部材、3はその両
端が甲板部材】と浮力部材2に夫々結合された支柱部材
、10は支柱部材3と甲板部材1との結合部付近に下向
に凸の半球状の外形を有する補強部材兼砕氷装置である
。しかして、稼動時には砕氷装置10付近に水面が位置
するように吃水調整を行えば、流氷9は第4図および第
5図に示すように砕氷装置10によつて破壊され、構造
物が流氷9によって破損されることが々い。2 and 3, 1 is a deck member, 2 is a buoyant member located in the water below the deck member 1, 3 is a strut member whose both ends are connected to the deck member and the buoyant member 2, respectively; is a reinforcing member/ice crushing device having a downwardly convex hemispherical outer shape near the joint between the support member 3 and the deck member 1. Therefore, if the water level is adjusted so that the water surface is located near the ice crushing device 10 during operation, the drift ice 9 will be broken by the ice crushing device 10 as shown in FIGS. 4 and 5, and the structure will be It is often damaged by
以上述べたように本発明による水上浮上構造物は、甲板
部材と、同甲板部材より下方の水中に位置する浮力部材
と、両端が前記甲板部材と浮力部材に夫々結合された支
柱部材より構成され、かつ前記支柱部材と甲板部材との
結合部付近に下向に凸の半球状の外形を有する補強部材
兼砕氷装置を設置したものであり、半球状の砕氷装置1
0を有する為、流氷9に対しては第4図、第5図に示す
如く、氷の強度で脆いとされている曲げ破壊を起し易く
し、水荷重を低減させる。As described above, the floating structure according to the present invention includes a deck member, a buoyant member located in the water below the deck member, and a strut member whose both ends are connected to the deck member and the buoyant member, respectively. , and a reinforcing member and ice-breaking device having a downwardly convex hemispherical outer shape is installed near the joint between the support member and the deck member, and the hemispherical ice-breaking device 1
0, as shown in FIGS. 4 and 5, the drift ice 9 is susceptible to bending failure, which is said to be brittle due to the strength of ice, and reduces the water load.
また、流氷9が氷山の場合は、衝突力も大きく、従来構
造では比較的剛性の小さい斜プレース捷たは水平プレー
スなどが破損することがあるが、本発明はこれらのプレ
ースを全廃し甲板部材、支柱部材の剛性を十分に高くし
たラーメン構造と1〜でいるので構造物としての耐水荷
重も高くすることができる。更に危険断面になり易い甲
板部材と支柱部材の結合部には半球殻の砕氷装置(兼補
強部材)を付設しているのでその補剤効果を充分に期待
できる。In addition, if the drift ice 9 is an iceberg, the collision force will be large, and in conventional structures, diagonal places or horizontal places, which have relatively low rigidity, may be damaged, but in the present invention, these places are completely abolished and deck members, Since the structure is a rigid frame structure in which the rigidity of the support column members is sufficiently increased, the water resistance of the structure can also be increased. Furthermore, since a hemispherical ice crushing device (also serving as a reinforcing member) is attached to the joint between the deck member and the strut member, which is likely to become a dangerous section, its supplementary effect can be fully expected.
なお、本発明は石油試掘用掘削装置、多目的水上作業台
、各種プラントベージ、海上都市等にも応用できる。The present invention can also be applied to drilling rigs for oil test drilling, multi-purpose floating work platforms, various plant cages, maritime cities, and the like.
第1図は従来の水上浮揚構造物を示す正面図である。
第2図ないし第5図は本発明を説明するもので、第2図
は正面図、第3図は第2図における■−■矢視図、第4
図は流氷の破壊状況を示す側面図、第5図は同平面図で
ある。
1・・・甲板部材、2・・・浮力部材、3・・・支柱部
材、10・・・砕氷装置。FIG. 1 is a front view showing a conventional floating structure on water. Figures 2 to 5 are for explaining the present invention, and Figure 2 is a front view, Figure 3 is a view taken along the arrows ■-■ in Figure 2, and Figure 4 is a
The figure is a side view showing the state of destruction of the drift ice, and FIG. 5 is a plan view of the same. DESCRIPTION OF SYMBOLS 1... Deck member, 2... Buoyancy member, 3... Strut member, 10... Ice crushing device.
Claims (1)
部材と、両端が前記甲板部材と浮力部材に夫々結合され
た支柱部材より構成され、かつ前記支柱部材と甲板部材
との結合部付近に下向に凸の半球状の外形を有する補強
部材兼砕氷装置を設置してなることを特徴とする水上浮
揚構造物。It is composed of a deck member, a buoyant member located in the water below the deck member, and a strut member whose both ends are connected to the deck member and the buoyant member, respectively, and near the joint between the strut member and the deck member. 1. A floating structure on water, comprising a reinforcing member/ice crushing device having a downwardly convex hemispherical outer shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15341783A JPS6045496A (en) | 1983-08-23 | 1983-08-23 | Surface floating structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15341783A JPS6045496A (en) | 1983-08-23 | 1983-08-23 | Surface floating structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS6045496A true JPS6045496A (en) | 1985-03-11 |
Family
ID=15562041
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15341783A Pending JPS6045496A (en) | 1983-08-23 | 1983-08-23 | Surface floating structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6045496A (en) |
-
1983
- 1983-08-23 JP JP15341783A patent/JPS6045496A/en active Pending
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CA2197942C (en) | Floating caisson for offshore production and drilling | |
| JP7266447B2 (en) | Offshore installation method of wind turbine using semi-submersible floating body and semi-submersible floating body | |
| US5791819A (en) | Buoyant platform | |
| US7871222B2 (en) | Truss semi-submersible offshore floating structure | |
| US4434741A (en) | Arctic barge drilling unit | |
| US6190089B1 (en) | Deep draft semi-submersible offshore structure | |
| WO2010042937A2 (en) | Semi-submersible offshore structure | |
| JPH01318612A (en) | Protective barrier for protecting ocean structure and arrangement thereof | |
| NO346872B1 (en) | A floating fabrication arrangement and a method of building floating structures | |
| AU719838B2 (en) | Transportation system and installation method | |
| KR102595980B1 (en) | Semi-submersible offshore structure including detachable buoyancy body | |
| EP0122273A1 (en) | Floating, semi-submersible structure | |
| US5505646A (en) | Floating unit-buoyant body assembly | |
| US20080196655A1 (en) | Vessels | |
| GB2301800A (en) | Buoyant Platform | |
| US20070224000A1 (en) | Deep draft semi-submersible offshore floating structure | |
| RU2124455C1 (en) | Floating operational platform | |
| US3470841A (en) | Anchor | |
| JPS61222892A (en) | Semisubmersible type floating structure and construction method thereof | |
| JPS6253399B2 (en) | ||
| CN113212675A (en) | Semi-submersible drilling platform with drilling frame arranged on main deck right above upright post | |
| JPS6311038Y2 (en) | ||
| KR101722449B1 (en) | Submerged turret mooring system | |
| JPS6053488A (en) | Water surface floating structure | |
| JPH0714403Y2 (en) | Floating pier structure |