JPH04189909A - Underwater observation device - Google Patents
Underwater observation deviceInfo
- Publication number
- JPH04189909A JPH04189909A JP31765690A JP31765690A JPH04189909A JP H04189909 A JPH04189909 A JP H04189909A JP 31765690 A JP31765690 A JP 31765690A JP 31765690 A JP31765690 A JP 31765690A JP H04189909 A JPH04189909 A JP H04189909A
- Authority
- JP
- Japan
- Prior art keywords
- bank
- sea
- see
- transparent wall
- underwater observation
- 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.)
- Granted
Links
- 239000013535 sea water Substances 0.000 claims abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 10
- 238000010276 construction Methods 0.000 abstract 1
- 230000002708 enhancing effect Effects 0.000 abstract 1
- 239000011521 glass Substances 0.000 abstract 1
- 230000005856 abnormality Effects 0.000 description 2
- 101100420946 Caenorhabditis elegans sea-2 gene Proteins 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 239000005341 toughened glass Substances 0.000 description 1
Landscapes
- Revetment (AREA)
Abstract
Description
【発明の詳細な説明】
（産業上の利用分野）
本発明は、海岸に設けられている海中展望装置に関する
ものである。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to an underwater observation device installed on a coast.
（従来の技術）
従来のこの種の海中展望装置は、第３図に示すように、
前面の強化ガラス製透明壁ｌで海２の中が展望できるよ
うに水中レストラン等の海中展望建物３が海岸の陸４側
の水際に建設され、該海中展望建物３より先の海２の中
には海底５より消波堤６が立設された構造であった。(Prior art) A conventional underwater observation device of this type is as shown in Fig. 3.
An underwater observation building 3 such as an underwater restaurant is constructed at the water's edge on the land 4 side of the coast so that the inside of the sea 2 can be viewed through a transparent wall made of tempered glass on the front. The structure was such that a wave-dissipating dyke 6 was erected from the seabed 5.
（発明が解決しようとする課題）
しかしながら、このような海中展望装置では、透明壁１
の前面では図示のようにＬなる潮位変化があり、台風や
地震の影響等で大波が透明壁１にたたきつけられたとき
該透明壁１が割れる虞があった。(Problem to be solved by the invention) However, in such an underwater observation device, the transparent wall 1
As shown in the figure, there is a tidal level change of L in front of the transparent wall 1, and when a large wave hits the transparent wall 1 due to the influence of a typhoon or an earthquake, there is a risk that the transparent wall 1 will break.
本発明の目的は、透明壁が割れた場合の安全性を高める
ことができる海中展望装置を提供することにある。An object of the present invention is to provide an underwater observation device that can enhance safety when a transparent wall breaks.
（課題を解決するための手段） −
上記の目的を達成するための本発明の詳細な説明すると
、本発明は、前面の透明壁て海中が展望できるように海
中展望建物が海岸の陸側の水際に建設され、該海中展望
建物より先の海中には海底より消波堤が立設されている
海中展望装置において、前記海中展望建物と前記消波堤
との間の海中には海底より透視型囲い堤が海面より上に
出る高さで且つその長手方向の両端が陸上に至る長さで
海水を閉じ込めるようにして設けられていることを特徴
とする。(Means for Solving the Problems) - To explain in detail the present invention for achieving the above object, the present invention provides an underwater observatory building located on the land side of the coast so that the underwater view can be seen through a front transparent wall. In an underwater observation device that is constructed at the water's edge and has a wave-dissipating levee erected from the seabed in the sea ahead of the underwater observation building, the underwater view between the underwater observation building and the wave-dissipating levee is transparent from the seabed. The type of embankment is characterized by being installed at a height above the sea surface and long enough to reach land at both ends in the longitudinal direction so as to confine seawater.
（作用）
このように、透視型囲い堤を設けると、該透視型囲い堤
で囲まれた部分がプールのように海から独立した水域と
なり、従って海中展望建物の透明壁の前面では潮位変化
がなくなる。また、該透明壁には大波が透視型囲い堤で
遮られて当たらなくなる。このため、透明壁の安全性を
高めることができる。大波で透視型囲い堤が破壊された
時点で、海中展望建物の展望室から人々を避難させるよ
うにする。透視型囲い堤が異常のない状態で、何らかの
原因で透明壁が割れた場合は、透視型囲、い堤で囲まれ
た部分の海水が入ってくるだけなので、浸水の被害を最
小限に止めることができる。(Function) In this way, when a see-through type of enclosure is installed, the area surrounded by the see-through type of enclosure becomes a water area independent from the sea like a pool, and therefore the tide level changes in front of the transparent wall of the underwater observation building. It disappears. Furthermore, the large waves are blocked by the see-through embankment and do not hit the transparent wall. Therefore, the safety of the transparent wall can be improved. Once the see-through embankment is destroyed by large waves, people will be evacuated from the observation deck of the underwater observation building. If the transparent wall cracks for some reason when there is no abnormality in the see-through enclosure, seawater will only enter the area surrounded by the see-through enclosure or levee, minimizing damage from flooding. be able to.
また、透視型囲い堤は、その先の海が展望室から透視で
きるので、視界が妨げられない。In addition, the see-through type enclosure allows the ocean beyond to be seen through from the observation room, so visibility is not obstructed.
（実施例）
以下、本発明の実施例を第１図及び第２図を参照して詳
細に説明する。なお、前述した第３図と対応する部分に
は、同一符号をつけて示している。(Example) Hereinafter, an example of the present invention will be described in detail with reference to FIGS. 1 and 2. Note that parts corresponding to those in FIG. 3 described above are designated by the same reference numerals.
本実施例の海中展望装置は、海中展望建物３と消波堤６
との間の海中に、海底５より透視型囲い堤７が海面２ａ
より上に出る高さで且つその長手方向の両端が陸４上に
至る長さで海水２を閉じ込めるようにして設けられてい
る。該透視型囲い堤７は、強化ガラスの如き透明板８の
長手方向の両端を岩やコンクリートブロックの如き支持
体９で順次つないで止水するように構成されている。The underwater observation device of this embodiment includes an underwater observation building 3 and a wave-dissipating dam 6.
In the sea between
It is provided so as to confine the seawater 2 with a height that extends upwards and a length that reaches above the land 4 at both ends in the longitudinal direction. The see-through type enclosure 7 is constructed to stop water by sequentially connecting both ends of a transparent plate 8 in the longitudinal direction with supports 9 such as rocks or concrete blocks.
このようにすると、該透視型囲い堤７で囲まれた部分が
プールのように海から独立した水域となり、従って海中
展望建物３の透明壁１の前面では潮位変化がなくなる。In this way, the area surrounded by the see-through enclosure 7 becomes a water area independent from the sea like a pool, and therefore there is no change in the tide level in front of the transparent wall 1 of the underwater observation building 3.
また、この透明壁１には、大波が透視型囲い堤７で遮ら
れて当らなくなる。Moreover, the large waves are blocked by the see-through embankment 7 and do not hit the transparent wall 1.
このため、透明壁１の安全性を高めることができる。Therefore, the safety of the transparent wall 1 can be improved.
このような海中展望装置では、大波で透視型囲い堤７が
破壊された時点で、海中展望建物３の展望室から人々を
避難させるようにするにのようにすると、透明壁１が破
壊する前に避難を完了することができる。In such an underwater observation device, when the transparent wall 7 is destroyed by a large wave, people can be evacuated from the observation room of the underwater observation building 3 before the transparent wall 1 is destroyed. evacuation can be completed.
透視型囲い堤７が異常のない状態で、何らかの原因で透
明壁１が割れた場合は、透視型囲い堤７で囲まれた部分
の海水が入ってくるだけで有限なので、浸水の被害を最
小限に止めることができる。If the transparent wall 1 cracks for some reason while the transparent wall 1 is in a normal state, the seawater will only enter the area surrounded by the transparent wall 7 and will be limited, so damage from flooding will be minimized. It can be stopped for a limited time.
また、該透視型囲い堤７は、その先の海が展望室から透
視できるので、視界が妨げられない。Further, since the see-through type enclosure 7 allows the ocean beyond it to be seen through from the observation room, the view is not obstructed.
（発明の効果ン
以上説明したように、本発明に係る海中展望装置は、海
中展望建物と消波堤との間の海中に海底より透視型囲い
堤を、海面より上に出る高さで且つその長手方向の両端
が陸上に至る長さで海水を閉じ込めるように設けている
ので、該透視型囲い堤で囲まれた部分が独立した水域と
なり、従って海中展望建物の透明壁の前面では潮位変化
がなくなり、該透明壁には、大波が透視型囲い堤で遮ら
れて当たらなくなる利点がある。このため、透明壁の安
全性を高めることができる。また、大波で透視型囲い堤
が破壊された時点で、海中展望建物の展望室から人々を
避難させると、人的被害をなくすことができる。更に、
透視型囲い堤が異常のない状態で、何らかの原因で透明
壁が割れた場合は、透視型囲い堤で囲まれた部分の海水
が入ってくるだけなので、浸水の被害を最小限に止める
ことができる。かつまた、該透視型囲い堤は、その先の
海が展望室から透視できるので、視界が妨げられない利
点がある。(Effects of the Invention) As explained above, the underwater observation device according to the present invention has a see-through type enclosure from the seabed in the sea between the underwater observation building and the breakwater, and has a height that extends above the sea surface. Both longitudinal ends reach the land and are designed to trap seawater, so the area surrounded by the see-through embankment becomes an independent body of water, and the tide level changes in front of the transparent wall of the underwater observation building. The transparent wall has the advantage that the large waves are blocked by the see-through embankment and do not hit the transparent wall.Therefore, the safety of the transparent wall can be increased.Also, the transparent wall has the advantage that the see-through embankment is not destroyed by the large wave. If people are evacuated from the observation deck of the underwater observation building at the moment the disaster occurs, human casualties can be eliminated.Furthermore,
If the transparent wall cracks for some reason when there is no abnormality in the transparent wall, seawater will only enter the area surrounded by the transparent wall, so it is possible to minimize the damage caused by flooding. can. In addition, the see-through type enclosure has the advantage that the sea ahead can be seen through from the observation room, so the view is not obstructed.
第１図及び第２図は、本発明に係る海中展望装置の一実
施例に縦断面図及び平面図、第３図は従来の海中展望装
置の縦断面図である。
１・・透明壁、２・・・海、２ａ・・・海面、３・・海
中展望建物、４・・陸、５・・海底、６・・消波堤、７
・・透視型囲い堤、８・透明板、９・・支持体。
第２図
第８図1 and 2 are a longitudinal sectional view and a plan view of an embodiment of an underwater observation device according to the present invention, and FIG. 3 is a longitudinal sectional view of a conventional underwater observation device. 1...Transparent wall, 2...Sea, 2a...Sea surface, 3...Underwater observation building, 4...Land, 5...Undersea, 6...Wave breakwater, 7
...See-through enclosure, 8. Transparent plate, 9. Support. Figure 2 Figure 8
Claims (1)
海岸の陸側の水際に建設され、該海中展望建物より先の
海中には海底より消波堤が立設されている海中展望装置
において、前記海中展望建物と前記消波堤との間の海中
には海底より透視型囲い堤が海面より上に出る高さで且
つその長手方向の両端が陸上に至る長さで海水を閉じ込
めるようにして設けられていることを特徴とする海中展
望装置。In an underwater observation device, an underwater observation building is constructed at the water's edge on the land side of the coast so that the underwater view can be seen through a transparent wall in front, and a wave-dissipating levee is erected from the seabed in the sea ahead of the underwater observation building. In the sea between the underwater observation building and the wave-dissipating levee, there is a see-through type enclosure from the seabed at a height that projects above the sea surface and whose longitudinal ends extend to land to confine seawater. An underwater observation device characterized by being installed at
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31765690A JPH0678604B2 (en) | 1990-11-26 | 1990-11-26 | Underwater observation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31765690A JPH0678604B2 (en) | 1990-11-26 | 1990-11-26 | Underwater observation device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH04189909A true JPH04189909A (en) | 1992-07-08 |
| JPH0678604B2 JPH0678604B2 (en) | 1994-10-05 |
Family
ID=18090576
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31765690A Expired - Fee Related JPH0678604B2 (en) | 1990-11-26 | 1990-11-26 | Underwater observation device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0678604B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101340749B1 (en) * | 2013-07-08 | 2013-12-12 | 주식회사 선진엔지니어링 종합건축사 사무소 | Transparent kinetic protection dam for preserve waterfront rock painting and method of construction thereof |
-
1990
- 1990-11-26 JP JP31765690A patent/JPH0678604B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101340749B1 (en) * | 2013-07-08 | 2013-12-12 | 주식회사 선진엔지니어링 종합건축사 사무소 | Transparent kinetic protection dam for preserve waterfront rock painting and method of construction thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0678604B2 (en) | 1994-10-05 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |