JPH0619126B2 - Cast-in-floating breakwater structure - Google Patents
Cast-in-floating breakwater structureInfo
- Publication number
- JPH0619126B2 JPH0619126B2 JP1130381A JP13038189A JPH0619126B2 JP H0619126 B2 JPH0619126 B2 JP H0619126B2 JP 1130381 A JP1130381 A JP 1130381A JP 13038189 A JP13038189 A JP 13038189A JP H0619126 B2 JPH0619126 B2 JP H0619126B2
- Authority
- JP
- Japan
- Prior art keywords
- floating body
- floating
- sea
- throw
- breakwater
- 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
Links
- 239000000463 material Substances 0.000 claims description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 238000009434 installation Methods 0.000 description 13
- 210000000988 bone and bone Anatomy 0.000 description 7
- 230000000694 effects Effects 0.000 description 3
- 230000003628 erosive effect Effects 0.000 description 3
- 239000013535 sea water Substances 0.000 description 3
- 229920002430 Fibre-reinforced plastic Polymers 0.000 description 2
- 239000011151 fibre-reinforced plastic Substances 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 238000012876 topography Methods 0.000 description 2
- 238000009360 aquaculture Methods 0.000 description 1
- 244000144974 aquaculture Species 0.000 description 1
- 230000002238 attenuated effect Effects 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000009189 diving Effects 0.000 description 1
- 229920001971 elastomer Polymers 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000005060 rubber Substances 0.000 description 1
- 229920003051 synthetic elastomer Polymers 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 229920003002 synthetic resin Polymers 0.000 description 1
- 239000000057 synthetic resin Substances 0.000 description 1
- 239000005061 synthetic rubber Substances 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Revetment (AREA)
Description
【発明の詳細な説明】 [産業上の利用分野] 本発明は、海中に設置して浮消波堤を構成する投げ込み
式浮消波堤用構造物に関するものである。Description: [Industrial field of use] The present invention relates to a structure for a floatable breakwater that is installed in the sea to form a breakwater.
[従来の技術] 現在、外洋に面した自然海岸を波浪による侵食から保全
するために、コンクリート・ケーソンやコンクリート・
ブロック等を積み上げた突堤や離岸堤等が一般に利用さ
れている。[Prior art] Currently, in order to protect the natural coast facing the open sea from erosion due to waves, concrete caisson and concrete
Jetty and breakwaters with piled blocks are generally used.
しかしながら、これらの突堤や離岸堤は、その設置水深
に限界があり、海底勾配が急な海岸や地盤が軟弱な海岸
等には不向きである。しかも、突堤や離岸堤の高さが海
面より高い場合には、それが自然の景観を損ね易いとい
う美観上の問題を生じるばかりでなく、海水の循環を阻
害して海水交換の障害となるため、今後期待される海洋
性リクレーション、水産養殖施設等への応用も困難であ
る。However, these jetties and breakwaters are not suitable for coasts with steep seabed gradients or soft grounds, because their installation depth is limited. Moreover, if the height of the jetty or the breakwater is higher than the sea level, it not only causes an aesthetic problem that it easily damages the natural landscape, but also hinders the circulation of seawater and hinders seawater exchange. Therefore, it is difficult to apply it to marine recreation and aquaculture facilities that are expected in the future.
これらの問題を解決するため、最近では、潜堤タイプの
消波堤として、例えば第8図に示すように、フレキシブ
ルある膜状構造物40を海底面41上に設置したものや、第
9図に示すように、空気入ゴム袋52を収容した多数のシ
リンダ51を水平板50上に取り付け、この水平板50を海中
に浮かせた状態で係留索53によるアンカー54に支持させ
たものなどが提案されている。In order to solve these problems, recently, as a breakwater of a submerged type, for example, as shown in FIG. 8, a flexible membranous structure 40 is installed on the seabed 41, and FIG. As shown in Fig. 6, a large number of cylinders 51 containing pneumatic rubber bags 52 are mounted on a horizontal plate 50, and the horizontal plate 50 is supported by anchors 54 by mooring lines 53 in a state of floating in the sea. Has been done.
しかしながら、これらの消波堤は、いずれも構造が複雑
で、設置に当って海底での潜水作業を必要とするなど、
設置作業に多大の手数を要するものであり、しかも、後
者の場合は現場への運搬にも手数を要する等の欠点を有
している。However, each of these breakwaters has a complicated structure and requires diving work on the seabed before installation.
The installation work requires a great deal of labor, and in the latter case, there is a drawback in that it requires labor for transportation to the site.
[発明が解決しようとする課題] 本発明の技術的課題は、構造が簡単で現場への輸送性に
勝れ、しかも海中へ投入するだけで簡単に設置すること
ができる浮消波堤用構造物を提供することにある。[Problems to be Solved by the Invention] The technical problem of the present invention is that the structure for a floating breakwater has a simple structure, excels in transportability to the site, and can be easily installed by simply putting it into the sea. To provide things.
[課題を解決するための手段] 上記課題を解決するため、本発明の浮消波堤用構造物
は、フレキシブルな膜材により軸線方向に伸縮自在に形
成すると共に、伸長状態に保持させるための保持手段を
設けた円筒形の浮体を、係留索により投げ込み式のアン
カーに連結し、水中の所望の深さに設置するものとして
構成したことを特徴とするものである。[Means for Solving the Problems] In order to solve the above problems, the structure for a floating breakwater according to the present invention is formed by a flexible film material so as to be expandable and contractible in the axial direction and held in an extended state. The present invention is characterized in that a cylindrical floating body provided with a holding means is connected to a throw-in type anchor by a mooring line and installed at a desired depth in water.
また、本発明の浮消波堤用構造物は、フレキシブルな膜
材により軸線方向に伸縮自在に形成した円筒形の浮体
を、少なくとも両端部において係留索により個別の投げ
込み式アンカーに連結し、水中の所望の深さに設置する
ものとして構成したことをも特徴とするものである。Further, the structure for a floating breakwater of the present invention comprises a cylindrical floating body formed by a flexible film material so as to be capable of expanding and contracting in the axial direction, and is connected to individual throw-in anchors by mooring ropes at least at both ends. It is also characterized in that it is configured to be installed at a desired depth.
[作 用] 上記構造物は、浮体を軸線方向に圧縮して小さく折り畳
んだ状態で設置現場に運搬したあと、該浮体を伸長状態
にして所定の設置位置に船上から投入することにより、
浮体の軸線を波の伝播方向に向けて海中に設置される。
従って、構造物の運搬作業及び設置作業が非常に簡単で
あり、水深や海底地盤の状態、地形等に影響されること
なく、容易に設置することができる。[Operation] In the above-mentioned structure, the floating body is compressed in the axial direction, folded small and transported to the installation site, and then the floating body is extended and put into a predetermined installation position from the ship.
It is installed in the sea with the axis of the floating body facing the direction of wave propagation.
Therefore, the transportation work and the installation work of the structure are very simple, and the structure can be easily installed without being affected by the water depth, the state of the seabed ground, the topography, and the like.
また、潜堤タイプであるから自然景観を損うことがな
く、海洋空間の有効利用と海岸侵食の防止、リクレーシ
ョン域の拡大、漁場の確保等に極めて有効に利用するこ
とができる。In addition, since it is a submerged type, it does not impair the natural landscape and can be used very effectively for effective use of ocean space, prevention of coastal erosion, expansion of recreation areas, securing fishing grounds, etc.
[実施例] 以下、本発明の実施例を図面に基づいて詳細に説明す
る。Embodiments Embodiments of the present invention will be described in detail below with reference to the drawings.
第1図に示す構造物1は、海水よりも比重の小さい浮体
2を係留索3でアンカー4に連結することにより構成さ
れている。The structure 1 shown in FIG. 1 is configured by connecting a floating body 2 having a smaller specific gravity than seawater to an anchor 4 by a mooring line 3.
上記浮体2は、両端部の直径が異なる円筒形をなすもの
で、合成繊維や合成ゴム、合成樹脂等からなる耐久性の
大きいフレキシブル性膜材6を所望の円筒形に形成し、
その適宜位置に繊維強化プラスチック(F.R.P.)等の軽量
で耐久性のある素材からなるリング状の支持骨7,8を取
り付けると共に、同様の素材からなる螺旋状の弾性骨9
を取り付けることにより、軸線方向に伸縮自在に構成さ
れており、更に、海中への設置時に該浮体2を伸長状態
に保持させるため、該浮体2には、内側又は外側の支持
骨7,7又は8,8間に着脱自在に張設された張骨からなる保
持手段11が設けられている。この保持手段11は、図示し
たような張骨に限るものではなく、浮体2の収縮を規制
し得るものであれば如何なる構成のものであっても良
い。The floating body 2 has a cylindrical shape with different diameters at both ends, and a flexible film material 6 having high durability and made of synthetic fiber, synthetic rubber, synthetic resin or the like is formed into a desired cylindrical shape.
Ring-shaped supporting bones 7 and 8 made of a lightweight and durable material such as fiber reinforced plastic (FRP) are attached at appropriate positions, and a spiral elastic bone 9 made of the same material is attached.
Is attached to the floating body 2 so that the floating body 2 can be held in an extended state during installation in the sea. A holding means 11 composed of a stretched bone that is detachably stretched between 8 and 8 is provided. The holding means 11 is not limited to the tensioned bone as shown, but may have any structure as long as it can restrict the contraction of the floating body 2.
上記浮体2の各支持骨7には係留索3の取付部7aが設け
られており、各取付部7aには係留索3の一端がそれぞれ
固縛され、これらの係留索3の他端は共通の海底アンカ
ー4における固縛金具4aに固縛されている。このアンカ
ー4は、船上から海中に投入することによって海底に設
置する投げ込み式のコンクリートアンカーである。な
お、上記の如く浮体2とアンカー4とを係留索3で連結
する場合、必ずしも全ての支持骨7に係留索3を結着す
る必要はなく、作用波力に応じて適当な支持骨7に係留
索3を結着すれば良い。Each of the supporting bones 7 of the floating body 2 is provided with a mounting portion 7a of the mooring cable 3, and one end of the mooring cable 3 is fixed to each mounting portion 7a, and the other ends of the mooring cable 3 are common. It is fastened to the fastening metal 4a of the seabed anchor 4 of FIG. The anchor 4 is a throw-in type concrete anchor that is installed on the seabed by being put into the sea from the ship. When the floating body 2 and the anchor 4 are connected by the mooring lines 3 as described above, it is not always necessary to connect the mooring lines 3 to all the supporting bones 7, and it is possible to connect the mooring lines 3 to appropriate supporting bones 7 according to the acting wave force. The mooring line 3 may be tied.
上記構成を有する構造物1は、保持手段11を解放して浮
体2を軸線方向に圧縮することにより小さく折り畳んだ
状態で海岸線の沖合の設置現場へ運搬し、現場で浮体2
を伸長させて保持手段11により伸長状態に保持させ、ア
ンカー4と共に海中に投入することにより、第1図及び
第2図に示すように、浮体2の軸線を波の伝播方向(通
常は海岸線12に対して直角方向)に向けると共に大径部
2aを沖合に向け、且つ該浮体2を海面から所望の深さに
位置させて海中に一つ又は複数設置するもので、これに
よって浮消波堤が構成される。The structure 1 having the above-mentioned configuration is transported to the installation site offshore of the coastline in a small folded state by releasing the holding means 11 and compressing the floating body 2 in the axial direction, and the floating body 2 is then constructed there.
Is stretched and held in the stretched state by the holding means 11, and is put into the sea together with the anchor 4, so that the axis of the floating body 2 is changed in the wave propagation direction (usually the coastline 12 as shown in FIGS. 1 and 2). And the large diameter part.
One or a plurality of floating bodies 2a are installed in the sea with the floating body 2 facing the offshore and at a desired depth from the sea surface, which constitutes a floating breakwater.
該浮消波堤においては、上記浮体2が波浪の位相変動に
対し抵抗することによって波浪エネルギーが消散するた
め、波高が効果的に減衰される。また、浮体2を海中に
設置しているため自然景観を損なうことがなく、しか
も、その設置水深を適切に設定することによって船舶の
航行の障害となることを回避することもできる。In the floating wave breakwater, the floating body 2 resists the phase fluctuations of the waves and the wave energy is dissipated, so that the wave height is effectively attenuated. Further, since the floating body 2 is installed in the sea, it does not impair the natural landscape, and by setting the installation water depth appropriately, it is possible to avoid obstacles to navigation of the ship.
上記浮消波堤には約50%程度の消波効果が要求される
が、それを設置する場所毎に海岸線や海底の形状、水深
等の条件が異なる場合であっても、それらの条件に応じ
て構造物1の設置数を増減することにより、所望の消波
効果を得ることが可能である。The above-mentioned floating wave breakwater is required to have a wave breaking effect of about 50%, but even if the conditions such as the shape of the shoreline and the seabed, the water depth, etc. differ depending on the place where it is installed, those conditions will be met. It is possible to obtain a desired wave-dissipating effect by increasing or decreasing the number of structures 1 installed accordingly.
上記構造物1の好ましい形状・寸法は、その設置条件等
によっても相違するが、一般には、浮体2の大径部2aの
直径D1が2〜3m、小径部2bの直径D2がD1/2〜D1
/10m、長さBが波長Lの1/2〜1/6程度であり、更に、
浮体2の大径部2a側における海面からの没水深dは水深
hの1/10〜1/2の範囲とし、浮体2間の最小間隔eはD1/
2〜D1であることが好ましい。The preferred shape and dimensions of the structure 1, which varies depending on the installation conditions or the like, generally, the diameter D 1 of the large diameter portion 2a of the floating body 2 is 2 to 3 m, diameter D 2 of the small diameter portion 2b is D 1 / 2 to D 1
/ 10 m, the length B is about 1/2 to 1/6 of the wavelength L, and
The submerged depth d from the sea surface on the large diameter portion 2a side of the floating body 2 is within the range of 1/10 to 1/2 of the water depth h, and the minimum distance e between the floating bodies 2 is D 1 /
It is preferably 2 to D 1 .
上記構造物1は、第2図の場合とは逆に1浮体2の大径
部2aを海岸線12側に向けて設置しても良く、あるいは第
3図に示すように、浮体2の向きが相互に逆向きのもの
を組み合わせて設置することもできる。The structure 1 may be installed with the large diameter portion 2a of the floating body 2 facing the coastline 12 side, as opposed to the case of FIG. 2, or as shown in FIG. It is also possible to install them by combining those which are opposite to each other.
更に、上記浮体2は、上述した各種態様で水深方向に複
数層設置することもできる。第4図は上層と下層の浮体
2を上下同位置に配置した場合を示し、第5図はそれら
を上下異なる位置に配置した場合を示している。この場
合、第4図に示すように上下の浮体2を一体に連結する
こともできる。また、このように浮体2を上下複数層に
設置する場合、上下の浮体2の向きは同じであっても逆
向きであっても良い。Further, the floating body 2 can be installed in a plurality of layers in the depth direction in the various modes described above. FIG. 4 shows the case where the upper and lower floating bodies 2 are arranged at the same position in the vertical direction, and FIG. 5 shows the case where they are arranged in the different positions vertically. In this case, the upper and lower floating bodies 2 may be integrally connected as shown in FIG. Further, when the floating bodies 2 are installed in a plurality of upper and lower layers in this way, the upper and lower floating bodies 2 may have the same orientation or opposite orientations.
第6図は構造物の別実施例を示すもので、第1図に示す
ものが浮体2を伸長状態に保持する保持手段11を該浮体
2に直接付設しているのに対し、この実施例の構造物21
では、そのような保持手段を浮体22に直接付設すること
なく、伸縮自在の該浮体22の両端部を係留索23により個
別の投げ込み式アンカー24,24に連結し、これらのアン
カー24,24で別々に支持させることによって該浮体22が
軸線方向に収縮するのを規制している点で相違してい
る。従って、上記アンカー24,24が保持手段を構成する
ことになる。なお、浮体22の構成は、第1図のものに比
べ、保持手段が付設されていない点で相違するのみで、
その他の構成は実質的に同じである。FIG. 6 shows another embodiment of the structure, which is different from the one shown in FIG. 1 in that the holding means 11 for holding the floating body 2 in the extended state is directly attached to the floating body 2. Structure 21
Then, without directly attaching such holding means to the floating body 22, both ends of the flexible floating body 22 are connected to the individual throw-in anchors 24, 24 by mooring lines 23, and these anchors 24, 24 are used. The difference is that the floating bodies 22 are restrained from contracting in the axial direction by being separately supported. Therefore, the anchors 24, 24 constitute a holding means. The structure of the floating body 22 is different from that shown in FIG. 1 only in that a holding means is not provided.
Other configurations are substantially the same.
上記浮体2,22の形状は、上述したような両端部の直径が
異なり且つ直径が連続的に変化する円筒形のものに限定
される訳ではなく、例えば第7図に示す浮体32のよう
に、中央部が次第に小径をなす鼓形とか、その逆に中央
部が次第に大径をなす太鼓形等、任意の形状とすること
ができ、あるいは、直径が均一な円筒形に形成すること
もできる。The shape of the floating bodies 2 and 22 is not limited to the cylindrical shape in which the diameters of both end portions are different and the diameter is continuously changed as described above. For example, as in the floating body 32 shown in FIG. , Any shape such as a drum shape in which the central portion gradually decreases in diameter, or conversely a drum shape in which the central portion gradually increases in diameter, or a cylindrical shape having a uniform diameter can be formed. .
[発明の効果] 以上に詳述したように、本発明の構造物は、軸線方向に
伸縮自在の円筒形の浮体を係留索により投げ込み式のア
ンカーに連結した構成であるから、浮体を軸線方向に圧
縮して小さく折り畳んだ状態で海岸線の沖合の設置現場
へ運搬へ、現場で浮体を伸長させてアンカーと共に海中
に投入することにより海中に設置することができ、従っ
て、現場への輸送及び現場での設置作業が非常に簡単で
あり、水深や海底地盤の状態、地形等に影響されること
がない。[Effects of the Invention] As described in detail above, the structure of the present invention has a configuration in which a cylindrical floating body that is expandable and contractible in the axial direction is connected to a throw-in anchor by a mooring line. It can be installed in the sea by transporting it to the installation site offshore of the coastline in the state of being compressed into a small fold, and by extending the floating body at the site and putting it into the sea with the anchor. Installation work is extremely easy and is not affected by water depth, the condition of the seabed, or topography.
しかも、潜堤タイプであるから自然景観を損うことがな
く、設置水深を適切に設定することによって船舶の航行
の障害となることを回避することもでき、海洋空間の有
効利用と海洋侵食の防止、リクレーション域の拡大、漁
場の確保等に極めて有効に利用することができる。Moreover, since it is a submerged type, it does not damage the natural landscape, and it is possible to avoid obstacles to the navigation of ships by setting the installation depth appropriately, and to effectively use the ocean space and prevent ocean erosion. It can be used very effectively for prevention, expansion of recreation area, securing fishing grounds, etc.
第1図は本発明の一実施例を示す部分破断側面図、第2
図及び第3図は構造物の異なる配置例を示す部分平面
図、第4図及び第5図は浮体の更に異なる配置例を示す
軸線方向からみた正面図、第6図は本発明の異なる実施
例を示す部分破断側面図、第7図は浮体の別構成例を示
す側面図、第8図及び第9図はそれぞれ消波堤の公知例
を示す断面図及び斜視図である。 1,21……構造物、2,22,32……浮体、 3,23……係留索、4,24……アンカー、 6……膜材、11……保持手段。FIG. 1 is a partially cutaway side view showing an embodiment of the present invention, and FIG.
FIGS. 3 and 4 are partial plan views showing different arrangement examples of the structure, FIGS. 4 and 5 are front views seen from the axial direction showing further different arrangement examples of the floating body, and FIG. 6 is a different embodiment of the present invention. FIG. 7 is a side view showing a partially broken side view showing an example, FIG. 7 is a side view showing another example of the structure of the floating body, and FIGS. 8 and 9 are a sectional view and a perspective view showing a known example of a breakwater, respectively. 1,21 …… Structure, 2,22,32 …… Floating body, 3,23 …… Mooring line, 4,24 …… Anchor, 6 …… Membrane material, 11 …… Holding means.
Claims (2)
自在に形成すると共に、伸長像体に保持させるための保
持手段を設けた円筒形の浮体を、係留索により投げ込み
式のアンカーに連結し、水中の所望の深さに設置するも
のとして構成したことを特徴とする投げ込み式浮消波堤
用構造物。1. A cylindrical floating body, which is formed by a flexible film material so as to be capable of expanding and contracting in the axial direction and provided with a holding means for holding an elongated image body, is connected to a throw-in anchor by a mooring line, A structure for a throw-type floating breakwater, which is configured to be installed at a desired depth in water.
自在に形成した円筒形の浮体を、少なくとも両端部にお
いて係留索により個別の投げ込み式アンカーに連結し、
水中の所望の深さに設置するものとして構成したことを
特徴とする投げ込み式浮消波堤用構造物。2. A cylindrical floating body formed by a flexible film material so as to be capable of expanding and contracting in the axial direction is connected to individual throw-in anchors by mooring lines at least at both ends,
A structure for a throw-type floating breakwater, which is configured to be installed at a desired depth in water.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1130381A JPH0619126B2 (en) | 1989-05-24 | 1989-05-24 | Cast-in-floating breakwater structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1130381A JPH0619126B2 (en) | 1989-05-24 | 1989-05-24 | Cast-in-floating breakwater structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02311609A JPH02311609A (en) | 1990-12-27 |
| JPH0619126B2 true JPH0619126B2 (en) | 1994-03-16 |
Family
ID=15032977
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1130381A Expired - Lifetime JPH0619126B2 (en) | 1989-05-24 | 1989-05-24 | Cast-in-floating breakwater structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0619126B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5074242B2 (en) * | 2008-03-07 | 2012-11-14 | 国立大学法人九州大学 | Submarine stationary current regulation pipe |
| US9422684B2 (en) * | 2013-11-12 | 2016-08-23 | Sloan Danenhower | Beach erosion mitigation device |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS4945778Y2 (en) * | 1971-05-06 | 1974-12-14 |
-
1989
- 1989-05-24 JP JP1130381A patent/JPH0619126B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02311609A (en) | 1990-12-27 |
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