JPS5912804B2 - breakwater - Google Patents
breakwaterInfo
- Publication number
- JPS5912804B2 JPS5912804B2 JP53125409A JP12540978A JPS5912804B2 JP S5912804 B2 JPS5912804 B2 JP S5912804B2 JP 53125409 A JP53125409 A JP 53125409A JP 12540978 A JP12540978 A JP 12540978A JP S5912804 B2 JPS5912804 B2 JP S5912804B2
- Authority
- JP
- Japan
- Prior art keywords
- breakwater
- hollow
- compartments
- tank
- seawater
- 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
Links
Landscapes
- Revetment (AREA)
Description
【発明の詳細な説明】
この発明は可燃性液体の洋上備蓄用タンクヤードにおけ
る防波堤に関する。DETAILED DESCRIPTION OF THE INVENTION This invention relates to a breakwater in a tank yard for offshore storage of flammable liquids.
近年、石油の安定持続的な供給および安全な貯蔵を企図
して、石油の洋上備蓄が考えられている。In recent years, offshore oil stockpiling has been considered in order to provide a stable and sustainable supply of oil and to safely store it.
この目的に沿う洋上タンクヤードにおいて、その防波堤
は通常コンクリートケーソンで構成され、このコンクリ
ートケーソンを海底の捨石マウンド上に沈設して接続し
たものであるが、一部の防波堤は、ヤード内にタンクを
導入した後に設置する必要があり、またこの防波堤はタ
ンクを点検、修理のためにタンクヤードから引出しうる
ように構成する必要がある。At offshore tank yards that serve this purpose, the breakwaters are usually constructed of concrete caissons that are sunk onto and connected to rubble mounds on the seabed, but some breakwaters are built with tanks inside the yard. It must be installed after installation, and the breakwater must be constructed so that the tank can be removed from the tank yard for inspection and repair.
この発明は上記した一部の防波堤を中空防波材で構成し
て、これに作用する外力を軽減することを意図したもの
で、洋上備蓄に適合しつるすぐれた構造の防波堤を提供
することを目的とする。This invention is intended to reduce external forces acting on some of the breakwaters described above by constructing them with hollow breakwaters, and to provide a breakwater with an excellent structure that is suitable for offshore stockpiling. purpose.
以下、この発明を図示実施例により具体的に説明する。Hereinafter, the present invention will be specifically explained with reference to illustrated embodiments.
第1図において、1は護岸壁2と平面に見て]形の防波
堤3で囲まれた直方形の洋上石油タンクヤード、4はヤ
ード内に係留された複数の箱型貯蔵タンク船、5は護岸
壁2とこれに対向する1辺の防波堤3aとにまたがって
架設された管理道路橋である。In Fig. 1, 1 is a rectangular offshore oil tank yard surrounded by a seawall 2 and a breakwater 3 shaped like ] when viewed from above, 4 is a plurality of box-shaped storage tank ships moored within the yard, and 5 is a This is a managed road bridge built across a seawall 2 and a breakwater 3a on one side facing it.
そして護岸壁2に対向する上記防波堤3aは、第2図乃
至第4図に示されるように、海底6に箱型貯蔵タンク船
4の巾よりやや広い間隔を置いて配設された複数個の支
持ケーソン7と、支持ケーソン7にまたがって架設され
て下部が海中に没する中空防波材8とからなる。As shown in FIGS. 2 to 4, the breakwater 3a facing the seawall 2 consists of a plurality of tanks arranged on the seabed 6 at intervals slightly wider than the width of the box-shaped storage tank ship 4. It consists of a support caisson 7 and a hollow breakwater member 8 that is constructed across the support caisson 7 and whose lower part is submerged in the sea.
そして支持ケーソン7と中空防波材8の連結部は、パツ
キン等による防油構造となされている。The connecting portion between the support caisson 7 and the hollow breakwater member 8 has an oil-proof structure using packing or the like.
中空防波材8は垂直仕切壁9によって多数の小区分室1
0に分けられている。The hollow breakwater material 8 is divided into a number of small compartments 1 by vertical partition walls 9.
It is divided into 0.
これら小区分室10のうち、両端に位置する4つの両端
部区分室10aにはそれぞれ上面に海水導入孔11があ
けられ、これら区分室10aは海水を充満したバラスト
タンクとなされている。Among these small compartments 10, four end compartments 10a located at both ends have seawater introduction holes 11 in their upper surfaces, and these compartments 10a serve as ballast tanks filled with seawater.
また中央に位置する1つの中央区分室10bは中空のま
ま浮力タンクとなされている。Moreover, one central compartment 10b located in the center remains hollow and serves as a buoyancy tank.
さらに両端部区分室10aと中央区分室10bの中間に
位置する各3つの中間部区分室10cには、上下に透孔
12があけられて、内部に海水が自在に出入できる海水
出入自在タンクとなされている。Furthermore, each of the three intermediate compartments 10c located between the end compartments 10a and the central compartment 10b is provided with through holes 12 at the top and bottom, so that seawater can freely enter and exit the tank. being done.
この発明によれば、防波堤3の一部は、海底に所定間隔
を置いて配設された複数個の支持ケーソン7と、これら
支持ケーソン7にまたがって架設されて下部が海中に没
する中空防波材8とからなっているので、中空防波材8
の下では海水が自由に流通でき、したがって潮の干満に
よって防波堤3に大きな海水圧力が及ぼされるおそれは
全くなく、極めて安全である。According to this invention, a part of the breakwater 3 includes a plurality of support caissons 7 arranged on the seabed at predetermined intervals, and a hollow breakwater built over these support caissons 7 and whose lower part is submerged in the sea. Since it is made of corrugated material 8, hollow wave-breaking material 8
Seawater can freely flow under the breakwater, and therefore there is no risk of large seawater pressure being applied to the breakwater 3 due to the ebb and flow of the tide, making it extremely safe.
また中空防波材8の内部は垂直仕切壁9によって多数の
小区分室10に分けられ、両端部区分室10aは海水を
充満したバラストタンクとなされているので、潮の干満
に関係なく中空防波材8を適当な荷重によって係留ケー
ソン7に重量支持でき、また中央区分室10bは中空の
まま浮力タンクとなされ、両端部区分室10aと中央区
分室10bの中間に位置する中間部区分室10cは上下
に透孔を有する海水出入自在タンクとなされているので
、浮力と重力を相殺して中空防波材8には長さのいかな
る位置においても垂直方向に常時均等な力が及ぼされる
ことになり、したがって中央部で上下方向にたわんで無
理な力が生じたり係留ケーソン7に過大な力が伝えられ
ることがなくなり、中空防波材8と係留ケーソン7の安
全性および耐久性が確保される。In addition, the inside of the hollow breakwater material 8 is divided into a number of small compartments 10 by vertical partition walls 9, and the compartments 10a at both ends are ballast tanks filled with seawater, so the hollow breakwater material 8 can be used regardless of the tide. The weight of the material 8 can be supported by the mooring caisson 7 with an appropriate load, the central compartment 10b remains hollow and serves as a buoyancy tank, and the intermediate compartment 10c located between the end compartments 10a and the central compartment 10b is Since it is a tank with open holes at the top and bottom that allows seawater to freely enter and exit, buoyancy and gravity cancel each other out, and an even force is always applied to the hollow breakwater material 8 in the vertical direction at any position along its length. Therefore, the central portion is not bent in the vertical direction and no unreasonable force is generated or excessive force is transmitted to the mooring caisson 7, and the safety and durability of the hollow breakwater material 8 and the mooring caisson 7 are ensured.
図面はこの発明の実施例を示すもので、第1図はヤード
の平面図、第2図は第1図中のA部拡大図、第3図は防
波堤の部分垂直縦断面図、第4図は第2図のIV−IV
線に沿う断面図である。
1・・・・・・タンクヤード、2・・・・・・護岸壁、
3・・・・・・防波堤、4・・・・・・箱型貯蔵タンク
船、6・・・・・−海底、7・・−・・・支持ケーソン
、8・・・・・・中空防波材、9・・・・・・垂直仕切
壁、10・・・・・・小区分室、10a・・・・・・両
端部区分室、10b・・・・・・中央区分室、10c・
・・・・・中間部区分室。The drawings show an embodiment of the present invention; Fig. 1 is a plan view of the yard, Fig. 2 is an enlarged view of section A in Fig. 1, Fig. 3 is a partial vertical cross-sectional view of the breakwater, and Fig. 4 is IV-IV in Figure 2
It is a sectional view along a line. 1...Tank yard, 2...Revetment wall,
3... Breakwater, 4... Box storage tank ship, 6... - Seabed, 7... Support caisson, 8... Hollow defense. Corrugated material, 9...Vertical partition wall, 10...Small compartment, 10a...Both end compartments, 10b...Central compartment, 10c.
...Middle division room.
Claims (1)
置いて配設された複数個の支持ソーケンTと、これら支
持ソーケンTにまたがって架設されて下部が海中に没す
る中空防波材8とからなり、この中空防波材8の内部は
垂直仕切壁9によって多数の小区分室10に分けられ、
両端部区分室10aは海水を充満したバラストタンクと
なさね、また中央区分室10bは中空のまま浮力タンク
となされ、両端部区分室10aと中央区分室10bの中
間に位置する中間部区分室10cは上下に透孔を有する
海水出入自在タンクとなされていることを特徴とする防
波堤。1 At least a part of the breakwater 3 includes a plurality of support soakers T arranged at predetermined intervals on the seabed 6, and a hollow breakwater material 8 that is constructed across these support soakers T and whose lower part is submerged in the sea. The inside of this hollow wave-break material 8 is divided into a large number of sub-compartments 10 by vertical partition walls 9,
The end compartments 10a are used as ballast tanks filled with seawater, the center compartment 10b remains hollow and serves as a buoyancy tank, and the middle compartment 10c is located between the end compartments 10a and the center compartment 10b. is a breakwater characterized by a tank with through holes at the top and bottom that allow seawater to freely enter and exit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP53125409A JPS5912804B2 (en) | 1978-10-11 | 1978-10-11 | breakwater |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP53125409A JPS5912804B2 (en) | 1978-10-11 | 1978-10-11 | breakwater |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5552415A JPS5552415A (en) | 1980-04-16 |
| JPS5912804B2 true JPS5912804B2 (en) | 1984-03-26 |
Family
ID=14909389
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP53125409A Expired JPS5912804B2 (en) | 1978-10-11 | 1978-10-11 | breakwater |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5912804B2 (en) |
-
1978
- 1978-10-11 JP JP53125409A patent/JPS5912804B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5552415A (en) | 1980-04-16 |
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